Note: undrained shear strength su is converted to CIUC equivalent value (details see Ching et al. 2014) Ching, J., Phoon, K.K., and Chen, C.H. (2014). Modeling CPTU parameters of clays as a multivariate normal distribution, Canadian Geotechnical Journal, 51(1), 77-91. Country Site References Depth (m) £m'v (kPa) su/£m'v OCR (qt-£mv)/£m'v (qt-u2)/£m'v (u2-u0)/£m'v Bq 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 3.218 36.75 1.528 9.639 18.158 15.4 3.758 0.207 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 3.485 36.75 1.514 9.693 10.24 6.768 4.472 0.437 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 4.729 45.07 0.371 5.418 9.093 3.759 6.334 0.697 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 5.04 47.16 0.782 5.179 8.965 3.593 6.372 0.711 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 6.04 51.32 0.608 4.33 7.895 3.161 5.735 0.726 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 6.24 53.40 0.547 3.974 7.175 2.903 5.272 0.735 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 6.551 53.40 0.751 4.124 7.117 2.7 5.417 0.761 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 7.551 59.64 0.642 4.027 6.164 2.297 4.867 0.79 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 7.751 61.73 0.68 3.762 6.416 2.336 5.08 0.792 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 8.995 67.97 0.605 3.357 6.033 2.068 4.964 0.823 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 9.24 72.13 0.342 3.247 5.744 2.099 4.645 0.809 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 9.462 74.21 0.48 3.21 5.622 1.943 4.679 0.832 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 10.973 80.46 0.837 3.508 6.358 2.643 4.715 0.742 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 11.195 82.54 0.33 2.959 6.102 2.489 4.613 0.756 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 12.973 95.03 0.569 2.633 5.213 1.897 4.317 0.828 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 13.195 97.11 0.406 2.638 5.392 1.893 4.499 0.834 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 14.973 103.35 0.577 2.943 5.395 2.162 4.233 0.785 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 15.195 105.43 0.455 2.449 5.795 2.291 4.505 0.777 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 15.506 111.68 0.456 2.814 5.808 2.163 4.645 0.8 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 17.217 120.00 0.43 2.485 4.835 2.493 3.342 0.691 'Canada' 'Arnprior' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 19.261 132.49 0.528 2.251 4.977 1.932 4.046 0.813 'Canada' 'Berthierville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-841.'" 2.083 31.38 0.647 1.505 26.236 26.831 0.405 0.015 'Canada' 'Berthierville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-842.'" 2.215 32.76 0.58 1.505 12.249 12.713 0.536 0.044 'Canada' 'Berthierville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-843.'" 2.57 36.21 0.568 1.505 6.312 4.408 2.904 0.46 'Canada' 'Berthierville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-844.'" 2.669 36.90 0.542 1.411 5.88 4.03 2.849 0.485 'Canada' 'Berthierville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-845.'" 3.157 40.69 0.455 1.203 5.125 3.541 2.584 0.504 'Canada' 'Berthierville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-846.'" 3.669 45.52 0.483 1.152 4.579 3.056 2.524 0.551 'Canada' 'Berthierville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-847.'" 4.149 48.97 0.503 1.152 4.29 3.043 2.246 0.524 'Canada' 'Berthierville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-848.'" 4.24 49.66 0.51 1.125 4.198 2.983 2.215 0.528 'Canada' 'Berthierville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-849.'" 4.653 53.45 0.428 1.052 3.573 2.424 2.149 0.602 'Canada' 'Berthierville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-850.'" 4.769 54.48 0.583 1.146 3.819 2.71 2.108 0.552 'North Sea' 'Brage' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 4 31.00 0.573 3.6 9 3.871 6.129 0.681 'North Sea' 'Brage' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-918.'" 35 328.00 1.208 1.7 6.732 3.354 4.378 0.65 'North Sea' 'Brage' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-919.'" 42 396.00 1.419 2 8.838 4.949 4.889 0.553 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 1.94 30.00 0.81 2.22 8.867 5.8 3.727 0.42 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 2.06 30.02 0.708 3.54 8.827 5.596 3.851 0.436 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 2.55 34.01 0.785 1.81 7.879 4.998 3.405 0.432 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 2.78 34.96 0.833 1.35 8.64 5.407 3.706 0.429 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 3.69 41.03 0.863 1 9.163 5.801 3.696 0.403 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 3.83 41.96 0.746 1.74 9.082 5.792 3.605 0.397 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 4.59 47.00 0.635 2.07 8.532 5.34 3.421 0.401 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 4.7 47.02 0.699 1.52 8.613 5.274 3.546 0.412 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 5.13 50.00 0.465 2.31 8.419 5.34 3.25 0.386 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 6.66 58.99 0.698 1.03 8.425 5.797 2.67 0.317 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 6.67 59.00 0.561 2.21 8.424 5.797 2.668 0.317 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 9.02 74.04 0.626 1.18 7.887 5.605 2.206 0.28 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 9.29 74.99 0.608 1.24 7.841 4.56 3.183 0.406 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 9.5 77.03 0.561 1.52 7.762 4.569 3.098 0.399 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 12.75 96.95 0.546 1.54 7.561 3.899 3.463 0.458 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 12.88 97.98 0.585 1.28 7.553 3.981 3.373 0.447 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 12.89 97.98 0.612 1.1 7.553 3.98 3.372 0.446 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 13.15 100.03 0.616 1.28 7.598 4.339 3.057 0.402 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 13.31 99.96 0.624 1.32 7.644 4.082 3.344 0.437 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 15.74 116.02 0.61 1.27 7.705 4.172 3.279 0.426 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 15.74 116.02 0.617 1.22 7.705 4.172 3.279 0.426 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 15.76 116.02 0.601 1.34 7.705 4.172 3.277 0.425 'UK' 'Bothkennar' "'Hight, D.W., Bond, A.J., and Legge, J.D. (1992). Characterization of the Bothkennar clay: an overview. G?otechnique, 42(2), 303-347. Jacob, P.A. and Coutts, J.S. (1992). A comparison of electric piezocone tips at the Bothkennar test site. G?otechnique, 42(2), 369-375.'" 16.07 117.98 0.573 1.71 7.654 4.06 3.333 0.435 'UK' 'Cowden' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 6 n/a 1.317 4.5 23.839 26.344 1.509 -0.063 'UK' 'Cowden' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 10 n/a 0.778 2.6 10.733 12.733 1 -0.093 'UK' 'Cowden' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 15 233.00 0.59 2.6 8.657 8.412 1.245 0.144 'UK' 'Cowden' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 18 315.00 0.448 2.9 6.54 5.746 1.794 0.274 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 3.939 42.24 0.138 1.441 5.44 4.573 1.867 0.343 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 4.358 45.11 0.243 1.238 6.057 5.153 1.904 0.314 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 5.028 50.84 0.264 1.324 5.447 4.359 2.087 0.383 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 6.034 58.00 0.228 1.556 5.511 3.899 2.612 0.474 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 6.536 60.86 0.297 1.506 5.382 3.636 2.746 0.51 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 7.011 64.44 0.205 1.444 5.629 3.807 2.822 0.501 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 7.402 68.02 0.208 1.463 4.41 2.665 2.745 0.623 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 8.017 72.32 0.164 1.485 6.476 4.818 2.658 0.41 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 8.575 75.90 0.209 1.462 4.862 3.245 2.617 0.538 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 9.106 80.91 0.184 1.292 4.933 3.273 2.66 0.539 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 9.497 82.34 0.255 1.426 4.743 4.497 1.247 0.263 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 9.832 84.49 0.221 1.492 4.252 2.775 2.477 0.583 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 10.112 85.92 0.256 1.467 4.793 3.759 2.035 0.424 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 10.587 90.21 0.378 1.413 3.181 2.342 1.838 0.578 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 11.508 98.81 0.118 1.362 3.436 2.485 1.951 0.568 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 12.011 103.82 0.105 1.048 2.999 2.062 1.937 0.646 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 13.52 117.42 0.189 1.128 4.116 3.392 1.724 0.419 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 14.106 122.43 0.152 1.128 3.894 2.754 2.14 0.55 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 14.609 126.73 0.151 1.128 3.371 2.483 1.888 0.56 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 3.939 n/a 0.399 1.5 4.354 1.923 3.431 0.788 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 4.358 n/a 0.399 1.5 3.813 1.463 3.35 0.879 'Norway' 'Drammen' "'Lacasse, S. and Lunne, T. (1982). Penetration tests in two Norwegian clays. Proc. of the 2nd European Symposium on Penetration Testing, Amsterdam, 661-669. Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 5.028 n/a 0.334 1.2 2.956 1.398 2.558 0.865 'Norway' 'Emmerstad' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 4 40.00 0.619 3.9 7.425 4.25 4.175 0.562 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 9 24.86 1.296 4.24 13.038 7.105 6.933 0.532 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 9.76 127.15 0.502 1.202 4.617 4.429 1.188 0.257 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 10.5 132.88 0.422 1.427 2.806 1.773 2.032 0.724 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 11.285 138.62 0.393 1.026 3.628 2.309 2.318 0.639 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 11.5 140.53 0.363 1.012 3.694 2.371 2.323 0.629 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 12.048 146.27 0.411 1 3.667 2.364 2.303 0.628 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 12.5 150.09 0.381 1 3.07 1.867 2.203 0.718 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 12.81 152.00 0.399 1.109 3 1.883 2.117 0.706 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 13.5 158.70 0.387 1 2.723 1.748 1.975 0.725 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 14.335 165.39 0.379 1 2.931 1.867 2.064 0.704 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 14.5 167.30 0.382 1 3.109 1.91 2.199 0.707 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 15.5 175.90 0.356 1 2.685 1.684 2.001 0.745 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 16.5 182.60 0.388 1 2.55 1.733 1.817 0.712 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 16.623 184.51 0.354 1.171 2.56 1.665 1.894 0.74 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 17.5 192.16 0.278 1 2.866 1.922 1.944 0.678 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 18.5 199.80 0.513 1.635 5.019 3.636 2.383 0.475 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 19.5 208.41 0.505 1.112 4.261 2.77 2.491 0.585 'USA' 'Evanston' "'Finno, R.J. (1989). Subsurface conditions and pile installation data: 1989 foundation engineering congress test section. Predicted and Observed Axial Behavior of Piles (GSP 23), New York, 1-14.'" 20.2 215.10 1.16 1.372 3.84 2.907 1.933 0.503 'Canada' 'Fredericton' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 11.048 133.42 0.737 4.797 6.777 2.98 4.796 0.708 'Canada' 'Fredericton' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 11.55 138.38 0.695 4.625 6.002 2.882 4.12 0.686 'Canada' 'Fredericton' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 13.486 n/a 0.689 4.062 5.883 7.354 0.491 -0.08 'Canada' 'Fredericton' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 15.081 173.36 0.412 3.692 4.39 2.505 2.885 0.657 'Canada' 'Fredericton' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 15.537 177.87 0.733 3.598 5.501 2.388 4.113 0.748 'Canada' 'Fredericton' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 20.868 230.67 0.574 2.775 3.94 1.637 3.303 0.838 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 2.955 40.09 0.373 3.63 6.789 3.152 4.637 0.683 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 3.215 40.09 0.418 3.112 6.976 3.121 4.854 0.696 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 3.475 40.95 0.643 3.448 6.706 3.117 4.589 0.684 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 3.957 41.82 0.612 3.376 5.839 2.484 4.356 0.746 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 4.439 45.27 0.472 3.004 5.513 2.626 3.887 0.705 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 4.977 47.00 0.411 2.986 6.31 3.062 4.248 0.673 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 5.441 49.60 0.562 2.969 7.296 3.381 4.915 0.674 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 7 56.51 0.608 2.208 5.195 1.816 4.379 0.843 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 7.222 57.37 0.531 2.115 5.456 1.767 4.689 0.859 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 7.463 59.10 0.719 2.097 5.708 2.117 4.591 0.804 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 9.04 65.15 0.605 2.34 6.258 2.535 4.723 0.755 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 9.263 66.88 0.384 2.383 6.247 2.563 4.683 0.75 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 9.56 67.74 0.597 2.225 6.201 2.715 4.486 0.723 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 11.007 76.38 0.751 2.041 5.671 1.933 4.738 0.835 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 11.266 78.11 0.414 2.217 5.77 2.163 4.607 0.799 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 13.066 86.75 0.631 2.683 6.679 2.668 5.01 0.75 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 13.214 87.62 0.478 2.489 7.125 3.013 5.112 0.717 'Canada' 'Gloucester' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 15.218 98.85 0.567 2.442 5.824 2.152 4.672 0.802 'UK' 'Grangemouth' "'Powell, J.J.M. and Quarterman, R.S.T. (1988). The Interpretation of cone penetration tests in clays, with particular reference to rate effects. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 903-909. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 1.042 16.18 1.055 3 21.708 16.589 6.119 0.282 'UK' 'Grangemouth' "'Powell, J.J.M. and Quarterman, R.S.T. (1988). The Interpretation of cone penetration tests in clays, with particular reference to rate effects. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 903-909. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 1.986 21.90 0.918 3 15.731 10.763 5.968 0.379 'UK' 'Grangemouth' "'Powell, J.J.M. and Quarterman, R.S.T. (1988). The Interpretation of cone penetration tests in clays, with particular reference to rate effects. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 903-909. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 2.958 27.82 0.804 2 9.891 6.221 4.67 0.472 'UK' 'Grangemouth' "'Powell, J.J.M. and Quarterman, R.S.T. (1988). The Interpretation of cone penetration tests in clays, with particular reference to rate effects. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 903-909. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 3.902 31.54 0.79 1.68 8.759 5.562 4.197 0.479 'UK' 'Grangemouth' "'Powell, J.J.M. and Quarterman, R.S.T. (1988). The Interpretation of cone penetration tests in clays, with particular reference to rate effects. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 903-909. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 4.874 37.95 0.719 1.68 8.309 4.993 4.316 0.519 'UK' 'Grangemouth' "'Powell, J.J.M. and Quarterman, R.S.T. (1988). The Interpretation of cone penetration tests in clays, with particular reference to rate effects. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 903-909. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 6.967 48.22 0.686 1.48 7.428 4.487 3.941 0.531 'UK' 'Grangemouth' "'Powell, J.J.M. and Quarterman, R.S.T. (1988). The Interpretation of cone penetration tests in clays, with particular reference to rate effects. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 903-909. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 7.881 52.35 0.666 1.4 7.553 4.759 3.795 0.502 'UK' 'Grangemouth' "'Powell, J.J.M. and Quarterman, R.S.T. (1988). The Interpretation of cone penetration tests in clays, with particular reference to rate effects. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 903-909. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 10.062 70.23 0.605 1.37 6.545 4.105 3.44 0.526 'UK' 'Grangemouth' "'Powell, J.J.M. and Quarterman, R.S.T. (1988). The Interpretation of cone penetration tests in clays, with particular reference to rate effects. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 903-909. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 11.006 75.90 0.589 1.37 6.253 3.768 3.485 0.557 'UK' 'Grangemouth' "'Powell, J.J.M. and Quarterman, R.S.T. (1988). The Interpretation of cone penetration tests in clays, with particular reference to rate effects. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 903-909. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 12.008 80.88 0.588 1.35 6.531 3.948 3.583 0.549 'UK' 'Grangemouth' "'Powell, J.J.M. and Quarterman, R.S.T. (1988). The Interpretation of cone penetration tests in clays, with particular reference to rate effects. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 903-909. Valsangar, A.J., Landva, A.O., and Alkins, J.C. (1985). Performance of a raft foundation supporting a multi-storey building. Proc. of the 38th Canadian Geotechnical Conference, Edmonton, 315-323.'" 12.921 90.77 0.614 1.35 6.243 3.73 3.513 0.563 'Sweden' 'Gota Alv' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 2.564 20.48 0.661 2.228 13.88 5.833 8.046 0.58 'Sweden' 'Gota Alv' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 3.004 23.14 0.658 1.844 13.573 5.773 7.8 0.575 'Sweden' 'Gota Alv' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 3.49 26.10 0.601 1.601 12.123 5.207 6.916 0.57 'Sweden' 'Gota Alv' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 3.884 28.17 0.54 1.882 11.068 4.475 6.593 0.596 'Sweden' 'Gota Alv' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 4.462 32.02 0.508 1.471 9.595 3.794 5.801 0.605 'Sweden' 'Gota Alv' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 4.971 34.38 0.438 1.559 8.868 3.313 5.554 0.626 'Sweden' 'Gota Alv' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 5.458 37.34 0.386 1.61 8.35 3.095 5.255 0.629 'Sweden' 'Gota Alv' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 5.874 39.41 0.365 1.751 7.853 2.741 5.112 0.651 'Sweden' 'Gota Alv' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 6.939 46.22 0.348 1.371 6.945 2.303 4.642 0.668 'Sweden' 'Gota Alv' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 7.865 51.84 0.342 1.263 6.724 2.18 4.543 0.676 'Sweden' 'Gota Alv' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 8.86 56.87 0.34 1.114 6.897 2.156 4.741 0.687 'Haga' 'Haga' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 3.5 70.00 0.869 4.5 10.529 3.8 7.729 0.734 'Haga' 'Haga' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 4.5 88.00 0.63 4 10.875 4.352 7.523 0.692 'Haga' 'Haga' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 6 118.00 0.572 2.2 6.5 1.958 5.542 0.853 'Haga' 'Haga' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 7 135.00 0.477 2 5.844 1.4 5.444 0.932 'Haga' 'Haltenbanken' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 2 24.00 1.389 8.6 30.667 17.917 13.75 0.448 'Haga' 'Haltenbanken' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 6 65.00 1.109 5 16.846 10.615 7.231 0.429 'Haga' 'Haltenbanken' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 10 109.00 1.067 4.6 15.321 10.826 5.495 0.359 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 10.043 61.60 0.668 3.57 19.715 17.966 2.749 0.139 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 10.493 66.43 1.006 3.025 18.821 12.469 7.352 0.391 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 10.982 71.26 1.001 3.845 27.566 19.284 9.282 0.337 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 11.529 76.09 0.585 4.033 17.832 11.146 7.686 0.431 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 12.018 80.92 1.372 2.373 14.223 7.803 7.42 0.522 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 12.467 84.78 0.575 2.252 16.241 9.562 7.679 0.473 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 13.034 88.65 0.456 2.963 8.885 4.067 5.818 0.655 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 13.504 91.54 0.479 3.599 8.515 4.076 5.439 0.639 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 13.973 94.44 0.488 3.409 8.023 3.803 5.22 0.651 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 14.52 99.27 0.637 2.9 7.881 3.61 5.271 0.669 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 14.989 103.14 0.909 2.137 8.047 3.815 5.233 0.65 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 15.459 106.04 0.485 2.137 8.502 3.989 5.513 0.648 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 16.026 109.90 0.597 2.44 9.969 5.448 5.521 0.554 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 16.534 112.80 0.65 2.221 16.224 10.831 6.393 0.394 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 17.003 116.66 0.442 1.904 16.7 9.791 7.909 0.474 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 17.531 120.53 0.726 2.981 10.336 5.25 6.086 0.589 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 17.942 123.43 0.491 1.913 11.346 5.848 6.498 0.573 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 18.567 126.32 0.692 2.487 13.47 8.766 5.704 0.423 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 18.997 130.19 0.48 3.08 14.844 8.379 7.465 0.503 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 19.545 134.05 0.532 2.926 12.181 6.137 7.044 0.578 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 20.014 136.95 0.569 2.746 13.092 7.054 7.038 0.538 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 21.989 151.44 0.507 2.884 5.447 2.769 3.678 0.675 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 22.536 156.27 0.647 2.884 5.55 2.63 3.92 0.706 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 23.025 158.20 0.665 2.884 5.973 2.749 4.224 0.707 'China' 'Hong Kong' "'Koutsoftas, D.C., Foott, R., and Handfelt, L.D. (1987). Geotechnical investigations offshore Hong Kong. ASCE Journal of Geotechnical Engineering, 113(2), 87¡V105.'" 25.508 175.59 0.585 2.484 5.785 2.633 4.152 0.718 'USA' 'Houston' "'Mahar, L.J. and O''Neill, M.W. (1983). Geotechnical characterization of desiccated clay.ASCE Journal of Geotechnical Engineering, 109(1), 56-71.'" 11.523 82.85 1.678 4.086 35.526 13.442 21.72 0.611 'USA' 'Houston' "'Mahar, L.J. and O''Neill, M.W. (1983). Geotechnical characterization of desiccated clay.ASCE Journal of Geotechnical Engineering, 109(1), 56-71.'" 13.166 94.66 1.335 3.796 35.245 13.338 21.543 0.611 'USA' 'Houston' "'Mahar, L.J. and O''Neill, M.W. (1983). Geotechnical characterization of desiccated clay.ASCE Journal of Geotechnical Engineering, 109(1), 56-71.'" 13.95 100.30 1.426 3.696 34.217 12.96 20.893 0.611 'UK' 'Kingston Bridge' "'Long, M.M. and O''Riordan, N.J. (1988). The use of piezocone in the design of a deep basement in London clay. Penetration testing in the U.K., Thomas Telford, London, 173-176.'" 12 152.00 0.916 9.52 17.322 6.743 11.001 0.635 'UK' 'Kingston Bridge' "'Long, M.M. and O''Riordan, N.J. (1988). The use of piezocone in the design of a deep basement in London clay. Penetration testing in the U.K., Thomas Telford, London, 173-176.'" 14 172.00 0.907 8.5 15.959 6.241 10.09 0.632 'UK' 'Kingston Bridge' "'Long, M.M. and O''Riordan, N.J. (1988). The use of piezocone in the design of a deep basement in London clay. Penetration testing in the U.K., Thomas Telford, London, 173-176.'" 16 192.00 0.887 7.8 16.698 6.513 10.518 0.63 'UK' 'Kingston Bridge' "'Long, M.M. and O''Riordan, N.J. (1988). The use of piezocone in the design of a deep basement in London clay. Penetration testing in the U.K., Thomas Telford, London, 173-176.'" 18 213.00 0.868 7.15 17.404 6.773 10.941 0.629 'Canada' 'Louiseville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-841.'" 0.737 12.53 1.339 2.889 28.524 10.865 0.775 0.027 'Canada' 'Louiseville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-841.'" 1.205 20.48 1.166 2.889 8.029 3.323 0.948 0.118 'Canada' 'Louiseville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-841.'" 1.684 24.87 1.018 2.889 8.633 3.601 2.147 0.249 'Canada' 'Louiseville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-841.'" 2.164 28.32 0.998 2.889 9.699 4.047 5.314 0.548 'Canada' 'Louiseville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-841.'" 3.181 35.65 0.942 2.296 9.95 4.22 6.401 0.643 'Canada' 'Louiseville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-841.'" 3.708 39.43 0.949 1.832 8.767 3.814 6.278 0.716 'Canada' 'Louiseville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-841.'" 4.199 42.97 0.949 1.643 8.984 3.917 5.874 0.654 'Canada' 'Louiseville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-841.'" 4.713 46.68 0.923 1.373 8.709 3.836 5.72 0.657 'Canada' 'Louiseville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-841.'" 5.158 49.88 0.88 1.286 8.389 3.734 5.45 0.65 'Canada' 'Louiseville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-841.'" 5.673 53.58 0.854 1.527 7.464 3.409 5.255 0.704 'Canada' 'Louiseville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-841.'" 6.187 57.29 0.837 1.201 6.998 3.251 4.83 0.69 'Canada' 'Louiseville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-841.'" 6.667 60.74 0.791 1.201 7.267 3.361 4.795 0.66 'Canada' 'Louiseville' "'Rochelle, P.L., Zebdi, M., Leroueil, S., Tavenas, F., and Virely, D. (1988). Piezocone tests in sensitive clays of eastern Canada. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 831-841.'" 7.158 64.28 0.76 1.292 7.04 3.287 4.682 0.665 'Malaysia' 'Muar' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 2.011 13.50 2.436 3.51 15.77 10.078 5.459 0.346 'Malaysia' 'Muar' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 3.188 18.89 1.759 2.384 10.645 6.464 3.628 0.341 'Malaysia' 'Muar' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 4.25 22.75 2.256 1.98 9.639 5.001 3.788 0.393 'Malaysia' 'Muar' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 5.085 26.61 1.337 1.751 8.452 4.061 3.571 0.422 'Malaysia' 'Muar' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 6.338 31.62 1.16 1.572 8.147 3.53 3.683 0.452 'Malaysia' 'Muar' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 7.211 35.48 1.383 1.521 7.773 3.446 3.334 0.429 'Malaysia' 'Muar' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 8.235 40.10 1.3 1.49 7.624 3.249 3.374 0.443 'Malaysia' 'Muar' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 8.615 42.03 1.2 1.523 7.602 3.384 3.234 0.425 'Malaysia' 'Muar' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 10.171 50.90 1.183 1.486 7.401 3.123 3.39 0.458 'Malaysia' 'Muar' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 11.195 56.68 1.059 1.436 7.154 2.946 3.288 0.46 'Malaysia' 'Muar' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 12.144 62.08 0.916 1.386 6.85 2.545 3.45 0.504 'Canada' 'NRCC' "'Eden, W.J. and Law, K.T. (1980). Comparison of undrained shear strength results obtained by different test methods in soft clays. Canadian Geotechnical Journal, 17(3), 369-381. Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 5.523 64.72 1.059 2.963 11.606 5.291 7.315 0.63 'Canada' 'NRCC' "'Eden, W.J. and Law, K.T. (1980). Comparison of undrained shear strength results obtained by different test methods in soft clays. Canadian Geotechnical Journal, 17(3), 369-381. Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 6.029 67.15 1.256 2.723 10.411 4.78 6.632 0.637 'Canada' 'NRCC' "'Eden, W.J. and Law, K.T. (1980). Comparison of undrained shear strength results obtained by different test methods in soft clays. Canadian Geotechnical Journal, 17(3), 369-381. Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 7.016 72.84 1.095 2.371 10.532 5.585 5.947 0.565 'Canada' 'NRCC' "'Eden, W.J. and Law, K.T. (1980). Comparison of undrained shear strength results obtained by different test methods in soft clays. Canadian Geotechnical Journal, 17(3), 369-381. Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 8.497 82.17 0.879 2.166 7.339 3.746 4.593 0.626 'Canada' 'NRCC' "'Eden, W.J. and Law, K.T. (1980). Comparison of undrained shear strength results obtained by different test methods in soft clays. Canadian Geotechnical Journal, 17(3), 369-381. Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 10.496 93.54 0.698 2.015 5.975 2.655 4.32 0.723 'Singapore' 'Norfolk Road' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 2.419 44.82 0.357 1.462 5.016 4.007 1.1 0.219 'Singapore' 'Norfolk Road' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 3.283 49.39 0.388 1.099 4.46 2.847 1.41 0.316 'Singapore' 'Norfolk Road' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 4.428 69.67 0.365 1 3.032 1.433 1.592 0.525 'Singapore' 'Norfolk Road' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 5.266 87.56 0.477 1.121 3.619 2.551 1.206 0.333 'Singapore' 'Norfolk Road' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 6.218 110.24 0.312 1.142 2.975 2.096 1.048 0.352 'Singapore' 'Norfolk Road' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 6.879 115.03 0.334 1.291 3.005 2.148 0.968 0.322 'Singapore' 'Norfolk Road' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 8.347 135.31 0.37 1.356 2.571 1.992 0.743 0.289 'Singapore' 'Norfolk Road' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 9.863 152.63 0.344 1.313 4.3 2.879 1.541 0.358 'Singapore' 'Norfolk Road' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 10.895 170.52 0.316 1.078 4.271 2.57 1.882 0.441 'Singapore' 'Norfolk Road' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 11.573 188.42 0.266 1.056 3.651 2.068 1.813 0.496 'Singapore' 'Norfolk Road' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 12.541 193.20 0.256 1 3.594 1.806 1.981 0.551 'Singapore' 'Norfolk Road' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 13.363 205.74 0.26 1 3.533 1.851 1.872 0.53 'Singapore' 'Norfolk Road' "'Chang, M.F. (1992). Interpretation of overconsolidated ratio from in-situ tests in recent clay deposits in Singapore and Malaysia: reply. Canadian Geotechnical Journal, 29(1), 168.'" 14.041 197.41 0.39 1 3.781 1.789 2.067 0.547 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 2.119 27.54 0.536 1.554 9.255 4.589 4.666 0.504 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 2.552 29.87 0.441 1.434 9.001 4.553 4.448 0.494 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 2.851 31.20 0.386 1.372 9.176 4.709 4.467 0.487 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 3.118 32.52 0.373 1.316 9.015 4.53 4.484 0.497 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 3.417 33.85 0.373 1.294 8.764 4.264 4.5 0.514 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 3.684 35.18 0.373 1.255 9.027 4.511 4.515 0.5 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 4.117 37.50 0.385 1.221 9.581 4.999 4.582 0.478 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 4.416 38.83 0.404 1.214 9.97 5.21 4.76 0.477 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 4.716 40.16 0.411 1.207 9.554 4.682 4.872 0.51 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 5.016 41.82 0.421 1.175 8.925 4.142 4.783 0.536 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 5.282 43.15 0.427 1.177 8.65 3.915 4.736 0.547 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 5.615 44.48 0.441 1.172 8.392 3.798 4.594 0.547 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 5.881 45.80 0.446 1.195 9.236 4.272 4.964 0.537 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 6.281 48.13 0.419 1.234 9.344 4.245 5.099 0.546 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 6.58 49.46 0.425 1.234 9.639 4.462 5.177 0.537 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 6.98 51.12 0.425 1.253 9.53 4.32 5.21 0.547 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 7.28 52.44 0.432 1.259 9.427 4.185 5.242 0.556 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 7.546 53.77 0.429 1.276 8.752 3.601 5.151 0.589 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 7.846 55.10 0.428 1.326 8.496 3.461 5.035 0.593 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 8.312 57.76 0.4 1.36 8.526 3.567 4.959 0.582 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 8.578 59.08 0.39 1.399 8.542 3.527 5.016 0.587 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 9.011 61.74 0.382 1.435 8.663 3.627 5.036 0.581 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 9.411 64.06 0.359 1.471 8.43 3.4 5.03 0.597 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 9.843 66.39 0.318 1.5 8.118 3.274 4.844 0.597 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 10.276 69.04 0.281 1.52 7.7 3.05 4.65 0.604 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 10.709 71.70 0.25 1.554 7.3 2.922 4.378 0.6 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 11.142 74.69 0.226 1.566 6.812 2.705 4.108 0.603 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 11.575 77.34 0.219 1.578 6.819 2.806 4.012 0.588 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 12.041 80.33 0.218 1.583 6.972 2.807 4.166 0.597 'Sweden' 'Norrkaping' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 12.407 83.32 0.218 1.584 6.986 2.902 4.083 0.585 'Norway' 'Onsoy' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 4.728 45.90 0.282 1.94 3.312 1.466 2.846 0.859 'Norway' 'Onsoy' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 5.132 48.57 0.309 1.527 3.372 1.448 2.924 0.867 'Norway' 'Onsoy' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 5.588 51.58 0.341 1.006 3.718 1.959 2.759 0.742 'Norway' 'Onsoy' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 9.683 78.61 0.221 1.462 4.162 2.208 2.954 0.71 'Norway' 'Onsoy' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 15.094 114.32 0.235 1.06 4.118 2.041 3.078 0.747 'Venezuela' 'Orinoco E1' "'Azzouz, A., Baligh, M.M., and Ladd, C.C. (1983). Cone penetration and engineering properties of soft Orinoco clay. Proc. of the 3rd International Conference on Behavior of Offshore Structure, Cambridge, Massachusetts, 1, 161-180.'" 31.866 209.25 0.275 1.074 7.135 2.32 3.019 0.423 'Venezuela' 'Orinoco E1' "'Azzouz, A., Baligh, M.M., and Ladd, C.C. (1983). Cone penetration and engineering properties of soft Orinoco clay. Proc. of the 3rd International Conference on Behavior of Offshore Structure, Cambridge, Massachusetts, 1, 161-180.'" 33.279 219.17 0.267 1.071 6.973 2.231 3.001 0.43 'Venezuela' 'Orinoco E1' "'Azzouz, A., Baligh, M.M., and Ladd, C.C. (1983). Cone penetration and engineering properties of soft Orinoco clay. Proc. of the 3rd International Conference on Behavior of Offshore Structure, Cambridge, Massachusetts, 1, 161-180.'" 35.06 231.66 0.27 1.068 6.836 2.178 2.983 0.436 'Venezuela' 'Orinoco E1' "'Azzouz, A., Baligh, M.M., and Ladd, C.C. (1983). Cone penetration and engineering properties of soft Orinoco clay. Proc. of the 3rd International Conference on Behavior of Offshore Structure, Cambridge, Massachusetts, 1, 161-180.'" 38.149 250.40 0.276 1.068 6.581 2.054 2.939 0.447 'Venezuela' 'Orinoco E1' "'Azzouz, A., Baligh, M.M., and Ladd, C.C. (1983). Cone penetration and engineering properties of soft Orinoco clay. Proc. of the 3rd International Conference on Behavior of Offshore Structure, Cambridge, Massachusetts, 1, 161-180.'" 39.772 260.32 0.255 1.069 6.53 2.033 2.923 0.448 'Venezuela' 'Orinoco F1' "'Azzouz, A., Baligh, M.M., and Ladd, C.C. (1983). Cone penetration and engineering properties of soft Orinoco clay. Proc. of the 3rd International Conference on Behavior of Offshore Structure, Cambridge, Massachusetts, 1, 161-180.'" 28.107 164.57 0.286 1.207 8.352 3.382 2.788 0.334 'Venezuela' 'Orinoco F1' "'Azzouz, A., Baligh, M.M., and Ladd, C.C. (1983). Cone penetration and engineering properties of soft Orinoco clay. Proc. of the 3rd International Conference on Behavior of Offshore Structure, Cambridge, Massachusetts, 1, 161-180.'" 31.996 188.98 0.28 1.204 7.866 3.177 2.726 0.347 'Venezuela' 'Orinoco F1' "'Azzouz, A., Baligh, M.M., and Ladd, C.C. (1983). Cone penetration and engineering properties of soft Orinoco clay. Proc. of the 3rd International Conference on Behavior of Offshore Structure, Cambridge, Massachusetts, 1, 161-180.'" 34.007 200.90 0.29 1.198 7.679 3.067 2.724 0.355 'Venezuela' 'Orinoco F1' "'Azzouz, A., Baligh, M.M., and Ladd, C.C. (1983). Cone penetration and engineering properties of soft Orinoco clay. Proc. of the 3rd International Conference on Behavior of Offshore Structure, Cambridge, Massachusetts, 1, 161-180.'" 36.689 217.93 0.286 1.188 7.431 2.87 2.77 0.373 'Venezuela' 'Orinoco F1' "'Azzouz, A., Baligh, M.M., and Ladd, C.C. (1983). Cone penetration and engineering properties of soft Orinoco clay. Proc. of the 3rd International Conference on Behavior of Offshore Structure, Cambridge, Massachusetts, 1, 161-180.'" 38.499 228.72 0.264 1.194 7.308 2.798 2.78 0.38 'Brazil' 'Rio de Janeiro' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917. Rocha-Filho, P. and Alencar, J.A. (1985). Piezocone tests in the Rio De Janeiro soft clay deposit. Proc. of the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, 2, 859-862. Sills, G.C., Almeida, M.S.S., and Danziger, F.A.B (1988). Coefficient of consolidation from piezocone dissipation tests in a very soft clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 967-974.'" 3.369 11.36 1.054 2.123 12.316 5.665 6.85 0.556 'Brazil' 'Rio de Janeiro' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917. Rocha-Filho, P. and Alencar, J.A. (1985). Piezocone tests in the Rio De Janeiro soft clay deposit. Proc. of the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, 2, 859-862. Sills, G.C., Almeida, M.S.S., and Danziger, F.A.B (1988). Coefficient of consolidation from piezocone dissipation tests in a very soft clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 967-974.'" 6.309 21.21 0.828 1.702 11.506 4.895 6.486 0.564 'Brazil' 'Rio de Janeiro' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917. Rocha-Filho, P. and Alencar, J.A. (1985). Piezocone tests in the Rio De Janeiro soft clay deposit. Proc. of the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, 2, 859-862. Sills, G.C., Almeida, M.S.S., and Danziger, F.A.B (1988). Coefficient of consolidation from piezocone dissipation tests in a very soft clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 967-974.'" 9.378 31.39 0.458 1.56 7.411 2.313 4.758 0.642 'Brazil' 'RR1' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 8.011 79.19 0.531 2.2 6.337 5.408 1.929 0.304 'Brazil' 'RR1' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 8.911 81.89 0.499 2 5.987 4.354 2.634 0.44 'Brazil' 'RR1' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 9.934 89.99 0.527 1.8 6.413 4.749 2.664 0.415 'Brazil' 'RR1' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 10.926 92.68 0.348 1.4 5.809 4.327 2.482 0.427 'Brazil' 'RR1' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 12.972 105.28 0.405 1.4 4.804 3.588 2.216 0.461 'Brazil' 'RR1' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 14.863 115.17 0.306 1.4 5.055 3.941 2.114 0.418 'Brazil' 'RR1' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 16.879 131.36 0.265 1.4 3.56 2.802 1.757 0.494 'Brazil' 'RR1' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 18.925 139.46 0.328 1.2 3.903 3.083 1.82 0.466 'Brazil' 'RR1' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 19.948 144.86 0.346 1.2 3.832 2.988 1.844 0.481 'Brazil' 'RR1' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 22.149 159.25 0.312 1.2 4.577 5.341 0.235 0.051 'Brazil' 'RR2' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 4.267 20.35 1.08 3.341 13.308 9.002 5.306 0.399 'Brazil' 'RR2' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 5.009 22.27 0.902 1.687 10.25 6.563 4.687 0.457 'Brazil' 'RR2' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 6.183 25.16 0.661 1.385 8.104 5.999 3.105 0.383 'Brazil' 'RR2' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 7.651 29.01 0.427 1.385 6.592 4.377 3.215 0.488 'Brazil' 'RR2' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 8.217 30.94 0.283 1.097 6.12 4.404 2.716 0.444 'Brazil' 'RR2' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 9.067 33.82 0.216 1.097 5.594 3.266 3.328 0.595 'Brazil' 'RR2' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 9.942 36.71 0.412 1.298 5.144 3.11 3.034 0.59 'Brazil' 'RR2' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 11.873 42.97 0.515 1 5.231 3.307 2.924 0.559 'Brazil' 'RR2' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 12.568 45.86 0.459 1 3.479 1.244 3.235 0.93 'Brazil' 'RR2' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 14.036 53.07 0.465 1 4.9 2.543 3.358 0.685 'Brazil' 'RR2' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 15.504 59.81 0.294 1.111 4.552 2.69 2.862 0.629 'Brazil' 'RR2' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 17.152 67.03 0.451 1 4.873 2.955 2.918 0.599 'Brazil' 'RR2' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 18.465 73.28 0.442 0.939 4.802 2.755 3.047 0.635 'Brazil' 'RR2' "'Coutinho, R.Q. (2007). Characterization and engineering properties of Recife soft clays ¡V Brazil. Proc. of the International Workshop on Characterisation and Engineering Properties of Natural Soil, Singapore, 2049-2099.'" 19.598 79.06 0.532 1.37 5.573 3.375 3.197 0.574 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 2.4 13.90 0.775 5.037 16.821 15.526 2.296 0.136 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 4.4 25.48 0.678 5.103 20.482 15.505 5.977 0.292 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 15.4 120.49 0.601 2.241 8.31 6.006 3.304 0.398 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 18.45 142.11 0.575 2.252 6.804 4.611 3.193 0.469 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 21.45 163.38 0.552 2.448 6.822 4.302 3.52 0.516 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 4.4 19.94 0.675 4.013 11.262 5.483 6.779 0.602 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 6.4 31.32 0.676 2.714 10.842 5.099 6.742 0.622 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 8.4 42.70 0.33 1 8.666 4.287 5.379 0.621 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 10.45 62.34 0.697 6.417 4.823 2.392 3.432 0.711 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 16.45 123.24 0.626 2.029 4.627 2.411 3.216 0.695 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 2.2 13.84 0.747 1 18.381 16.831 2.55 0.139 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 4.45 27.99 1.519 4.466 18.626 15.648 3.978 0.214 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 6.45 40.57 0.759 3.697 14.766 11.457 4.309 0.292 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 9.5 59.76 0.586 2.594 10.831 7.89 3.942 0.364 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 12.5 78.63 0.671 2.035 9.239 6.497 3.742 0.405 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 15.5 97.49 0.63 1.744 7.921 5.359 3.562 0.45 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 18.5 118.72 0.45 1.154 7.358 5.775 2.583 0.351 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 2.6 17.39 1.187 3.449 12.79 8.434 5.355 0.419 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 4.4 29.44 0.871 4.926 13.16 9.579 4.582 0.348 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 7.4 49.51 0.807 3.636 7.078 6.112 1.966 0.278 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 10.4 69.58 0.42 1.94 6.773 5.683 2.09 0.309 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 13.25 88.64 0.697 6.035 12.39 10.62 2.77 0.224 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 16.4 109.72 0.557 2.917 7.753 5.133 3.62 0.467 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 19.4 129.79 0.569 2.62 6.097 4.461 2.636 0.432 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 22.4 149.86 0.7 2.002 7.035 4.589 3.446 0.49 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 25.4 169.93 0.77 2.766 5.36 3.737 2.623 0.489 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 28.4 190.00 0.593 2.632 6.246 3.804 3.441 0.551 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 2.4 13.42 1.803 5.59 33.569 27.327 7.242 0.216 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 4.4 24.60 1.061 4.879 25.35 19.793 6.558 0.259 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 6.4 35.78 0.966 3.494 19.77 15.29 5.48 0.277 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 8.2 45.84 0.53 2.182 15.428 11.854 4.573 0.296 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 19.4 152.23 0.696 2.234 6.321 3.943 3.377 0.534 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 22.5 174.83 0.703 2.545 5.686 3.118 3.568 0.627 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 25.4 195.97 0.75 2.705 5.863 3.391 3.471 0.592 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 28.45 218.20 0.619 2.544 5.63 3.194 3.436 0.61 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 31.4 239.71 0.758 2.503 5.518 3.128 3.39 0.614 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 2.4 13.90 1.159 3.598 29.063 23.592 6.471 0.223 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 4.4 25.48 0.743 3.533 24.643 19.155 6.489 0.263 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 6.4 37.06 1.207 3.373 18.344 15.059 4.286 0.234 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 8.4 48.64 0.817 2.879 14.234 11.703 3.53 0.248 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 10.4 60.22 0.679 2.823 12.023 9.802 3.221 0.268 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 18.4 133.70 0.762 2.393 7.558 5.235 3.323 0.44 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 21.4 156.77 0.594 2.679 7.146 4.619 3.527 0.494 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 24.4 180.84 0.545 2.765 6.571 4.05 3.52 0.536 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 27.4 211.41 0.686 2.838 4.542 2.43 3.112 0.685 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 2.4 14.14 0.911 4.598 17.835 11.375 7.46 0.418 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 4.4 25.92 1.035 4.244 16.285 11.006 6.279 0.386 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 6.4 37.70 0.984 3.316 12.669 8.182 5.487 0.433 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 8.4 49.48 1.172 3.537 10.056 6.211 4.845 0.482 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 10.45 63.49 1.077 4.174 11.325 9.279 3.046 0.269 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 2.55 14.51 1.997 8.27 21.154 13.117 9.038 0.427 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 4.4 25.04 1.128 4.593 19.312 13.951 6.36 0.329 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 6.4 36.42 0.998 3.707 13.777 9.656 5.121 0.372 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 8.4 47.80 0.767 2.929 10.493 8.878 2.615 0.249 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 2.425 14.53 1.797 5.163 26.601 19.9 7.701 0.29 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 5.45 32.65 0.645 2.297 12.454 9.251 4.203 0.337 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 8.45 50.62 0.624 1.778 10.03 8.494 2.537 0.253 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 5.4 20.97 0.595 3.816 11.761 6.151 6.61 0.562 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 8.45 40.15 0.632 2.74 10.668 6.144 5.524 0.518 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 11.45 60.91 1.382 8.209 16.975 10.148 7.827 0.461 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 14.6 93.95 0.724 2.767 8.069 3.699 5.37 0.666 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 4.45 16.42 0.418 1 11.574 9.309 3.265 0.282 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 8.45 46.71 1.139 3.854 16.199 10.16 7.039 0.435 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 11.45 71.28 0.756 4.209 11.086 6.396 5.69 0.513 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 14.45 95.85 0.693 3.756 13.784 8.12 6.663 0.483 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 17.4 120.01 0.616 3.583 11.938 7.675 5.263 0.441 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 20.45 144.99 0.569 3.104 10.861 5.573 6.288 0.579 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 2.45 12.72 0.566 1 11.075 8.38 3.695 0.334 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 5.45 28.29 0.548 4.066 18.988 11.81 8.178 0.431 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 11.5 86.09 0.934 5.111 11.404 6.638 5.766 0.506 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 2.45 13.94 0.773 1.435 11.116 6.094 6.022 0.542 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 5.45 31.01 0.892 3.386 14.984 7.918 8.066 0.538 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 8.45 48.08 0.602 2.558 11.334 5.95 6.384 0.563 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 3.4 19.35 0.922 3.618 27.689 14.118 14.571 0.526 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 5.4 44.23 0.735 2.713 11.226 4.745 7.48 0.666 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 8.6 70.43 0.954 5.324 12.819 5.69 8.129 0.634 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 2.9 23.75 1.228 8.631 30.857 17.583 14.274 0.463 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 1.4 8.67 1.522 8.655 37.24 18.266 19.974 0.536 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 4.4 27.24 1.449 5.14 17.193 7.847 10.346 0.602 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 10.4 79.98 0.736 4.814 13.665 7.907 6.757 0.495 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 1.4 7.27 1.203 5.505 18.281 15.084 4.197 0.23 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 4.2 21.80 0.507 3.441 11.052 7.039 5.013 0.454 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 10.45 70.59 0.656 3.4 8.971 4.58 5.39 0.601 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 13.4 94.75 0.928 3.166 8.381 4.51 4.871 0.581 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 1.45 8.25 1.935 6.06 27.64 16.257 12.383 0.448 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 3.45 19.63 0.975 3.311 12.447 7.109 6.338 0.509 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 5.45 31.01 0.68 2.419 8.312 4.824 4.488 0.54 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 7.45 42.39 0.698 1.887 6.487 3.62 3.867 0.596 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 9.45 55.80 0.508 2.33 6.472 3.698 3.774 0.583 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 1.45 8.69 1.377 4.03 35.153 29.211 6.942 0.197 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 3.6 21.56 1.004 3.246 20.071 16.731 4.34 0.216 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 7.45 44.63 0.602 1.793 11.446 9.473 2.973 0.26 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 9.4 56.31 0.527 1.598 9.284 7.734 2.55 0.275 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 10.3 61.70 0.529 2.107 9.254 7.412 2.842 0.307 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 1.45 8.25 2.134 4.848 29.07 18.899 11.171 0.384 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 3.45 19.63 0.996 3.821 14.725 9.673 6.052 0.411 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 5.45 31.01 0.786 2.58 10.304 6.877 4.428 0.43 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 7.45 42.39 0.466 1.887 8.24 5.609 3.631 0.441 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 12.4 87.56 0.651 3.426 7.977 4.818 4.159 0.521 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 1.4 7.97 1.48 6.277 58.878 43.694 16.183 0.275 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 3.4 19.35 1.113 3.36 30.415 22.34 9.074 0.298 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 5.4 30.73 1.005 2.441 20.799 15.096 6.702 0.322 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 7.4 42.11 0.76 2.019 16.643 12.313 5.33 0.32 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 9.4 53.49 0.665 1.87 15.383 11.187 5.196 0.338 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 11.4 64.87 0.597 1.696 13.995 10.117 4.878 0.349 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 13.4 76.25 0.55 1.771 11.874 8.539 4.336 0.365 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 15.45 87.91 0.612 1.82 10.672 7.614 4.058 0.38 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 1.4 7.27 2.22 2.753 32.864 21.328 12.536 0.381 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 3.3 17.13 1.537 4.671 17.088 10.829 7.259 0.425 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 5.45 29.64 3.041 8.773 15.7 7.439 9.262 0.59 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 7.45 46.02 1.055 6.085 22.686 14.304 9.382 0.414 'Singapore' 'KJ-BH' "'Phoon, K.K. (2012). Personal communication.'" 9.45 62.40 0.888 2.885 8.565 3.16 6.405 0.748 'Canada' 'Ottawa STP' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 9.136 90.71 1.242 4.883 15.101 6.223 9.878 0.654 'Canada' 'Ottawa STP' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 9.644 94.67 1.607 4.723 14.085 4.762 10.323 0.733 'Canada' 'Ottawa STP' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 10.607 101.73 1.154 4.438 15.219 2.273 13.945 0.916 'Canada' 'Ottawa STP' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 11.168 105.86 1.134 4.302 14.089 5.665 9.424 0.669 'Canada' 'Ottawa STP' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 12.657 114.65 1.289 4.044 14.857 6.941 8.916 0.6 'Canada' 'Ottawa STP' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 13.164 119.30 1.27 3.911 13.672 5.783 8.888 0.65 'Canada' 'Ottawa STP' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 13.655 122.05 1.239 3.832 13.14 5.171 8.969 0.683 'Canada' 'Ottawa STP' "'Konrad, J.M. and Law, K.T. (1987a). Preconsolidation pressure from piezocone tests in marine clays. G?otechnique, 37(2), 177-190. Konrad, J.M. and Law, K.T. (1987b). Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3), 392-405.'" 14.128 124.98 1.165 3.761 13.023 4.893 9.13 0.701 'Canada' 'St. Hilaire' "'Lafleur, J., Silvestri, V., Asselin, R., and Soulie, M. (1988). Behavior of a test excavation in soft Champlain Sea clay. Canadian Geotechnical Journal, 25(4), 705-715.'" 2.625 15.57 1.372 6.055 17.106 8.898 7.554 0.442 'Canada' 'St. Hilaire' "'Lafleur, J., Silvestri, V., Asselin, R., and Soulie, M. (1988). Behavior of a test excavation in soft Champlain Sea clay. Canadian Geotechnical Journal, 25(4), 705-715.'" 4.468 24.37 0.89 3.092 14.119 6.933 6.388 0.452 'Canada' 'St. Hilaire' "'Lafleur, J., Silvestri, V., Asselin, R., and Soulie, M. (1988). Behavior of a test excavation in soft Champlain Sea clay. Canadian Geotechnical Journal, 25(4), 705-715.'" 5.626 38.05 0.644 1.942 9.885 4.854 4.58 0.463 'Canada' 'St. Hilaire' "'Lafleur, J., Silvestri, V., Asselin, R., and Soulie, M. (1988). Behavior of a test excavation in soft Champlain Sea clay. Canadian Geotechnical Journal, 25(4), 705-715.'" 8.605 54.67 0.524 1.538 8.946 4.28 4.123 0.461 'Canada' 'St. Hilaire' "'Lafleur, J., Silvestri, V., Asselin, R., and Soulie, M. (1988). Behavior of a test excavation in soft Champlain Sea clay. Canadian Geotechnical Journal, 25(4), 705-715.'" 8.926 58.58 0.521 1.498 8.643 4.09 4.058 0.47 'Canada' 'St. Hilaire' "'Lafleur, J., Silvestri, V., Asselin, R., and Soulie, M. (1988). Behavior of a test excavation in soft Champlain Sea clay. Canadian Geotechnical Journal, 25(4), 705-715.'" 11.348 77.16 0.468 1.335 7.544 3.638 3.463 0.459 'Canada' 'St. Hilaire' "'Lafleur, J., Silvestri, V., Asselin, R., and Soulie, M. (1988). Behavior of a test excavation in soft Champlain Sea clay. Canadian Geotechnical Journal, 25(4), 705-715.'" 11.456 81.07 0.463 1.289 7.205 3.452 3.367 0.467 'Canada' 'St. Hilaire' "'Lafleur, J., Silvestri, V., Asselin, R., and Soulie, M. (1988). Behavior of a test excavation in soft Champlain Sea clay. Canadian Geotechnical Journal, 25(4), 705-715.'" 14.478 98.66 0.448 1.221 8.02 3.732 3.849 0.48 'Canada' 'St. Hilaire' "'Lafleur, J., Silvestri, V., Asselin, R., and Soulie, M. (1988). Behavior of a test excavation in soft Champlain Sea clay. Canadian Geotechnical Journal, 25(4), 705-715.'" 16.621 119.19 0.426 1.145 7.079 3.312 3.399 0.48 'Canada' 'St. Hilaire' "'Lafleur, J., Silvestri, V., Asselin, R., and Soulie, M. (1988). Behavior of a test excavation in soft Champlain Sea clay. Canadian Geotechnical Journal, 25(4), 705-715.'" 19.686 141.67 0.411 1.128 7.186 3.438 3.385 0.471 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 7.75 60.02 0.919 5.416 11.668 4.296 7.333 0.628 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 10.653 84.08 0.625 4.228 9.603 3.254 6.268 0.653 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 12.05 95.18 0.548 3.835 8.808 2.867 5.842 0.663 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 12.05 95.18 0.548 3.264 8.808 2.867 5.842 0.663 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 14.201 114.62 0.449 2.139 7.492 2.168 5.227 0.698 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 14.846 118.32 0.426 2.099 7.379 2.073 5.191 0.703 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 15.276 122.02 0.41 2.743 7.277 2.056 5.104 0.701 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 16.351 131.28 0.375 2.245 6.806 1.796 4.892 0.719 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 19.469 155.34 0.312 1.588 5.845 1.629 4.075 0.697 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 22.372 178.48 0.274 1.553 5.323 1.495 3.674 0.69 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 23.662 190.51 0.26 1.27 5.217 1.537 3.533 0.677 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 24.845 196.98 0.257 1.252 5.168 1.469 3.532 0.683 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 28.608 227.52 0.242 1.344 5.255 1.623 3.459 0.658 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 28.715 227.52 0.242 1.408 5.255 1.623 3.454 0.657 'USA' 'Saugus' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 31.296 247.88 0.234 1.189 5.105 1.508 3.414 0.669 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 12.412 52.61 0.673 1.109 5.902 2.893 4.009 0.679 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 13.489 57.50 0.614 1.326 5.679 2.554 4.125 0.726 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 14.207 61.58 0.545 1.424 5.499 2.477 4.023 0.731 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 15.284 64.84 0.481 1.277 5.644 2.256 4.388 0.777 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 15.823 68.92 0.372 2.124 5.77 2.489 4.28 0.742 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 18.096 79.52 0.477 1.441 6.501 3.262 4.239 0.652 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 19.233 85.23 0.523 1.239 6.531 3.33 4.201 0.643 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 20.071 90.13 0.517 1.29 6.335 2.895 4.44 0.701 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 21.686 100.73 0.418 1.34 6.027 2.585 4.442 0.737 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 22.763 107.26 0.486 1.114 6.249 2.734 4.515 0.722 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 25.097 121.94 0.371 1.95 6.141 3.472 3.669 0.598 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 25.815 126.83 0.395 1.437 6.174 3.646 3.528 0.571 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 26.533 130.91 0.428 1.474 6.15 3.732 3.418 0.556 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 27.849 141.52 0.511 1.398 6.048 3.515 3.533 0.584 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 28.806 148.04 0.512 1.215 5.824 3.304 3.52 0.604 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 29.405 150.49 0.506 1.195 6.025 3.388 3.637 0.604 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 30.661 161.09 0.425 1.344 6.018 3.587 3.43 0.57 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 31.678 167.62 0.305 1.165 6.25 3.953 3.297 0.527 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 33.593 183.12 0.38 1.134 6.034 3.758 3.276 0.543 'USA' 'Station 1381' "'Baligh, M.M., Vivatrat, V., and Ladd, C.C. (1980). Cone penetration in soil profiling. ASCE Journal of the Soil Mechanics and Foundations, 106(4), 447-461.'" 34.311 188.01 0.415 1.156 5.886 3.695 3.191 0.542 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 2 13.97 0.582 2.579 12.483 7.339 6.145 0.492 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 2.489 16.18 0.539 2.045 9.073 5.063 5.01 0.552 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 2.977 18.38 0.499 1.72 7.603 3.881 4.722 0.621 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 3.692 22.06 0.454 1.433 6.32 3.224 4.095 0.648 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 4.256 25.00 0.412 1.294 6.062 3.249 3.814 0.629 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 4.895 28.31 0.387 1.234 5.289 2.522 3.767 0.712 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 5.496 31.99 0.397 1.184 4.704 2.115 3.589 0.763 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 6.023 36.03 0.375 1.143 4.636 2.106 3.531 0.762 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 6.399 37.87 0.38 1.146 4.878 2.245 3.633 0.745 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 6.812 40.07 0.385 1.156 5.097 2.415 3.683 0.722 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 7.338 43.38 0.384 1.178 4.929 2.404 3.526 0.715 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 7.902 46.32 0.394 1.198 5.213 2.575 3.638 0.698 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 8.466 50.37 0.382 1.204 5.116 2.532 3.585 0.701 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 9.03 54.41 0.372 1.203 4.892 2.417 3.475 0.71 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 9.594 58.09 0.371 1.228 5.045 2.462 3.583 0.71 'Sweden' 'Svartiolandet' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 10.271 62.50 0.365 1.229 4.966 2.517 3.449 0.694 'Sweden' 'Stora An' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 1.549 10.43 0.716 4.204 25.981 18.186 7.794 0.3 'Sweden' 'Stora An' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 2.03 11.28 0.69 2.302 23.624 14.416 9.208 0.39 'Sweden' 'Stora An' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 2.323 11.91 0.642 2.018 21.984 13.269 8.715 0.396 'Sweden' 'Stora An' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 3.071 14.04 0.519 1.333 17.859 9.928 7.93 0.444 'Sweden' 'Stora An' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 3.846 16.38 0.42 1.234 15.988 8.579 7.41 0.463 'Sweden' 'Stora An' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 4.593 19.57 0.505 1.478 14.179 7.081 7.099 0.501 'Sweden' 'Stora An' "'Leroueil, S., Tavena, F., Samson, L., and Morin, P. (1983). Preconsolidation pressure of Champlain clays: Part II, Laboratory Determination. Canadian Geotechnical Journal, 20(4), 803-816.'" 5.315 22.77 0.536 1.393 13.368 6.603 6.765 0.506 'North Sea' 'Troll' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 5 29.00 0.788 1.6 4.724 3.724 2 0.423 'North Sea' 'Troll' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 10 62.00 0.466 1.6 4.274 2.548 2.726 0.638 'North Sea' 'Troll' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 15 96.00 0.466 1.6 4.844 2.74 3.104 0.641 'North Sea' 'Troll' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 20 136.00 0.298 1.6 8.588 5.007 4.581 0.533 'North Sea' 'Troll' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 30 237.00 0.302 1.6 4.696 2.861 2.835 0.604 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 3.114 14.72 0.651 1.8 7.928 3.732 5.196 0.655 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 4.06 20.38 0.546 1.8 7.006 3.774 4.232 0.604 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 4.961 26.04 0.325 1.8 5.462 2.321 4.141 0.758 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 5.953 33.97 0.319 1.8 4.768 1.779 3.989 0.837 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 7.079 40.76 0.295 1.8 5.565 2.292 4.273 0.768 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 8.16 46.42 0.342 1.8 4.718 1.775 3.942 0.836 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 9.692 56.61 0.366 1.8 4.753 1.553 4.2 0.884 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 11.99 71.32 0.336 1.8 4.681 1.618 4.064 0.868 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 12.801 78.11 0.272 1.8 4.941 2.04 3.902 0.79 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 14.017 86.04 0.279 1.8 4.971 1.277 4.694 0.944 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 15.053 95.09 0.279 1.8 5.232 1.56 4.672 0.893 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 15.954 101.89 0.373 1.8 5.37 1.51 4.861 0.905 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 17.396 113.21 0.352 1.8 5.741 2.087 4.654 0.811 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 17.847 117.73 0.29 1.8 4.853 1.913 3.94 0.812 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 19.018 126.79 0.351 1.6 7.37 2.86 5.51 0.748 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 20.099 136.98 0.626 1.6 8.123 3.449 5.674 0.698 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 22.172 155.09 0.398 1.6 5.393 2.161 4.232 0.785 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 22.848 165.28 0.495 1.6 5.45 2.46 3.99 0.732 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 23.974 174.33 0.465 1.6 5.517 2.269 4.248 0.77 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 27.894 213.95 0.345 1.6 5.21 2.054 4.155 0.798 'Norway' 'Troll East' "'Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. (1986). Use of in-situ tests for foundation design on clay. Use of In-Situ Tests in Geotechnical Engineering (GSP6), Blacksburg, 1-30.'" 33.616 319.35 0.353 1.6 3.795 1.497 3.298 0.869 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 2.057 14.91 0.56 1.403 10.281 1.156 10.125 0.985 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 2.774 18.36 0.466 1.152 8.621 0.758 8.863 1.028 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 3.585 21.80 0.403 1.16 7.912 1.17 7.742 0.979 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 4.17 24.67 0.394 1.156 7.076 0.708 7.368 1.041 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 4.981 28.30 0.394 1.154 6.324 0.605 6.719 1.062 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 5.66 31.93 0.376 1.123 6.453 0.901 6.552 1.015 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 6.377 35.18 0.351 1.143 6.02 0.874 6.146 1.021 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 7.113 39.20 0.354 1.15 5.253 0.623 5.63 1.072 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 7.906 43.40 0.362 1.149 5.39 0.892 5.498 1.02 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 8.491 47.04 0.361 1.153 5.513 1.213 5.3 0.961 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 9.075 50.48 0.368 1.157 5.061 1.005 5.056 0.999 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 9.906 55.26 0.387 1.165 5.066 1.256 4.81 0.95 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 10.717 61.19 0.379 1.168 5.046 1.45 4.596 0.911 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 11.528 67.50 0.338 1.172 5.391 1.927 4.464 0.828 'Sweden' 'Upplands-Vasby' "'Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. (1986). Interpretation of CPT''s and CPTU''s. Proc. of the 4th International Geotechnical Seminar: Field Instrumentation and In-Situ Measurements, Singapore, 129-143. Bayne, J.M. and Tjelta, T.I. (1987). Advanced cone penetrometer development for in-situ testing at Gullfaks C. Proc. of the 19th Offshore Technology Conference, Houston, 4, 531-540.'" 12.365 74.79 0.307 1.159 4.301 1.319 3.982 0.926 'Italy' 'Valdi Chiana' "'Cancelli, A. and Cividini, A. (1984). An embankment on soft clays with sand drains: numerical characterization of the parameters from in-situ measurements. Proc. of the International Conference on Case Histories in Geotechnical Engineering, 637-643.'" 1.928 38.28 1.886 8.313 19.198 7.393 12.806 0.667 'Italy' 'Valdi Chiana' "'Cancelli, A. and Cividini, A. (1984). An embankment on soft clays with sand drains: numerical characterization of the parameters from in-situ measurements. Proc. of the International Conference on Case Histories in Geotechnical Engineering, 637-643.'" 2.118 42.37 1.936 7.51 19.474 7.493 12.98 0.667 'Italy' 'Valdi Chiana' "'Cancelli, A. and Cividini, A. (1984). An embankment on soft clays with sand drains: numerical characterization of the parameters from in-situ measurements. Proc. of the International Conference on Case Histories in Geotechnical Engineering, 637-643.'" 2.8 54.18 2.338 1.259 10.224 4.108 7.116 0.696 'Italy' 'Valdi Chiana' "'Cancelli, A. and Cividini, A. (1984). An embankment on soft clays with sand drains: numerical characterization of the parameters from in-situ measurements. Proc. of the International Conference on Case Histories in Geotechnical Engineering, 637-643.'" 5.605 85.99 0.417 1 24.71 10.824 14.703 0.595 'Canada' 'Vancouver' "'Rad, N.S. and Lunne, T. (1988). Direct correlations between piezocone test results and undrained shear strength of clay. Proc. of the 1st International Symposium on Penetration Testing, Orlando, 2, 911-917.'" 23 221.00 0.386 1.5 3.208 2.149 2.059 0.642