LI = liquidity index; sv_eff = vertical effective stress; sp_eff = preconsolidation stress; su = undrained shear strength; sure = remoulded su; su(mob) = mobilized su in embankment failure, converted from su (details see Ching and Phoon 2012) country: Japan reference: Ohtsubo, M., Egashira, K., and Kashima, K. 1995. Depositional and post-depositional geochemistry, and its correlation with the geotechnical properties of marine clays in Ariake Bay, Japan. Getechnique, 45(3): 509-23 LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 1.28 9.56 7.94 0.22 2.58 UC 2.58 1.27 12.82 29.41 0.16 4.74 UC 4.74 1.45 16.44 17.14 0.39 5.42 UC 5.42 1.20 20.06 27.63 0.59 5.82 UC 5.82 1.26 24.04 23.37 0.65 6.97 UC 6.97 1.36 27.30 26.53 0.44 6.83 UC 6.83 1.29 31.65 34.10 0.44 11.08 UC 11.08 1.24 34.54 29.30 0.52 10.36 UC 10.36 1.24 38.53 40.84 0.39 13.10 UC 13.10 1.31 41.79 42.82 0.63 15.88 UC 15.88 1.22 45.05 46.16 0.68 15.77 UC 15.77 1.44 50.48 52.61 1.01 16.66 UC 16.66 1.55 54.82 77.45 1.47 19.19 UC 19.19 1.22 59.53 75.70 0.59 25.00 UC 25.00 1.22 63.87 82.35 1.17 29.38 UC 29.38 1.05 69.31 127.24 1.43 40.89 UC 40.89 0.89 73.65 181.98 2.94 49.35 UC 49.35 ------------------------------------------------ country: U.K reference: Skempton, A.W. 1948. The geotechnical properties of a deep stratum of post-glacial clay at Gosport. In Proceedings of the 2nd International Conference on Soil Mechanics and Foundation Engineering. Vol. 1, pp. 145-50. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 0.59 39.01 29.61 3.67 8.93 UC 8.93 0.38 130.66 128.31 13.67 34.55 UC 34.55 0.55 35.72 31.49 3.22 9.87 UC 9.87 0.42 110.45 88.36 6.75 20.68 UC 20.68 0.46 33.37 46.06 4.13 12.22 UC 12.22 ------------------------------------------------ country: Canada reference: Parry, R.H.G., and Wroth, C.P. 1981. Shear stress-strain properties of soft clay. In Soft clay Engineering. Elsevier. pp. 311-64. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 2.02 7.70 29.98 0.14 10.56 UC 8.77 2.16 9.72 27.95 0.07 8.36 UC 6.59 1.55 10.13 27.55 0.09 10.25 UC 6.91 2.83 10.53 34.84 0.09 11.04 UC 10.05 3.37 10.53 38.08 0.12 13.72 UC 12.78 2.09 13.37 38.08 0.22 7.88 UC 20.16 1.91 15.80 42.94 0.21 20.50 UC 17.15 2.59 19.85 51.04 0.18 13.87 UC 18.58 2.07 23.50 56.72 0.16 15.14 UC 17.74 2.44 27.95 61.17 0.15 8.83 UC 15.94 2.43 12.93 29.66 0.06 5.77 UC 4.89 4.85 15.97 39.93 0.06 11.39 UC 6.82 1.67 18.63 39.54 0.11 8.65 UC 8.20 3.47 22.43 36.88 0.09 10.17 UC 9.50 1.75 25.86 36.12 0.10 12.60 UC 10.62 3.26 31.18 38.02 0.13 7.44 UC 15.63 1.46 35.74 38.78 0.14 12.14 UC 16.08 ------------------------------------------------ country: USA reference: Wu, T.H. 1958. Geotechnical properties of Glacial Lake clays. Journal of the Soil Mechanics and Foundations Division, ASCE, 3049: 994-021. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 1.13 89.38 100.64 1.07 42.28 UC 42.28 0.97 92.92 105.41 1.58 34.85 UC 34.85 0.35 136.46 147.04 18.31 58.38 UC 58.38 0.73 157.70 157.70 3.16 44.46 UC 44.46 0.63 159.30 159.30 4.49 52.15 UC 52.15 0.84 160.90 160.90 2.25 48.78 UC 48.78 0.37 198.51 198.51 16.39 74.26 UC 74.26 0.55 90.14 115.53 13.62 24.50 UC 24.50 0.53 104.42 109.18 12.41 27.72 UC 27.72 0.54 123.46 123.46 11.60 34.17 UC 34.17 0.49 156.79 156.79 9.59 42.63 UC 42.63 0.57 204.39 217.09 13.62 44.64 UC 44.64 0.54 217.09 234.54 15.63 37.39 UC 37.39 0.51 231.37 236.13 14.02 29.74 UC 29.74 0.71 240.89 194.87 9.99 30.94 UC 30.94 0.64 250.41 191.70 6.77 32.56 UC 32.56 0.85 256.76 194.87 3.95 51.91 UC 51.91 0.51 68.00 135.79 16.13 57.26 UC 57.26 0.43 102.99 102.99 26.41 49.04 UC 49.04 0.83 163.32 163.32 4.38 28.60 UC 28.60 0.86 179.54 179.54 4.38 32.11 UC 32.11 0.72 203.86 203.86 2.63 20.43 UC 20.43 1.13 223.55 223.55 2.04 22.77 UC 22.77 1.67 243.24 243.24 1.75 24.52 UC 24.52 1.25 264.09 264.09 1.17 58.53 UC 58.53 ------------------------------------------------ country: India reference: Kulkarani, K.R., Katti, A.P., and Patel, A.N. 1967. A study of theproperties of Bombay marine clay deposits in relation to certain foundation problems. In Proceedings of the 3rd Asian Regional Conference on Soil Mechanics and Foundation Engineering. Jerusalem Academic Press, Haifa, Israel. Vol. 1, pp. 210-14. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 0.87 38.31 38.22 3.79 14.62 VST 24.34 0.62 64.69 45.39 4.83 19.37 VST 27.13 0.57 80.59 59.24 6.62 18.69 VST 24.51 ------------------------------------------------ country: Thailand reference: Moh, Z.C., Nelson, J.D., and Brand, E.W. 1969. Strength and deformation behavior of Bangkok clay. In Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City. Vol. 1, pp. 287¨C295. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 0.52 19.43 235.05 8.91 44.89 UC 44.89 0.82 33.02 112.67 9.25 38.10 UC 38.10 0.14 69.93 141.81 33.69 51.68 UC 51.68 ------------------------------------------------ country: Canada reference: Eden, W.J., and Bozozuk, M. 1962. Foundation failure of a silo on varved clay. The Engineering Journal, 45(9): 54-7. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 1.35 28.48 52.56 0.88 12.33 VST 10.78 1.44 30.83 35.53 0.88 13.21 VST 11.55 1.37 36.12 49.92 0.88 15.86 VST 13.89 1.32 42.28 71.94 1.17 19.09 VST 16.18 1.48 47.86 71.64 1.47 20.55 VST 17.78 1.62 53.73 69.29 2.35 22.02 VST 19.46 1.43 59.90 78.98 1.76 21.43 VST 19.89 2.12 64.89 77.81 2.35 19.38 VST 19.85 2.03 71.35 88.67 2.06 22.32 VST 22.99 ------------------------------------------------ country: Canada reference: Konrad, J.M., and Law, K.T. 1987. Undrained shear strength from piezocone tests. Canadian Geotechnical Journal, 24(3): 392-05. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 1.17 35.68 58.38 1.00 12.95 VST 11.57 1.79 45.41 64.86 0.19 18.90 VST 17.45 1.16 51.89 107.03 0.31 21.87 VST 21.89 2.03 61.62 103.78 0.56 24.84 VST 23.10 1.53 72.43 120.00 0.36 36.16 VST 32.74 1.37 83.24 141.62 1.16 54.56 VST 48.75 1.63 95.14 161.08 0.62 43.06 VST 43.42 1.44 115.68 175.14 1.77 54.74 VST 52.15 1.04 99.84 447.31 3.54 130.94 VST 114.30 1.02 106.69 452.20 1.34 134.17 VST 116.63 1.78 107.67 454.16 1.45 144.60 VST 141.00 1.27 116.48 459.05 5.49 148.20 VST 136.67 1.22 124.31 463.95 6.55 150.72 VST 141.22 1.34 133.12 467.86 3.70 162.95 VST 159.04 1.43 137.03 471.78 2.08 155.76 VST 147.08 2.09 140.95 474.72 0.98 157.55 VST 162.52 2.01 149.76 479.61 0.68 135.61 VST 142.24 3.76 155.63 483.52 0.27 136.33 VST 149.45 ------------------------------------------------ country: Brazil reference: Coutinho, R.Q. 2007. Characterization and engineering properties of Recife soft clays - Brazil. In Characterization and engineering properties of natural soils. Taylor and Francis Group. pp. 2049-2099. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 0.74 66.28 154.65 4.14 38.62 VST 28.20 0.55 79.07 177.91 6.90 44.48 VST 34.29 0.71 84.88 103.49 7.59 47.59 VST 32.29 0.75 89.53 125.58 6.55 43.79 VST 32.26 0.42 95.35 129.07 8.28 47.24 VST 31.70 0.71 105.81 175.58 8.97 48.97 VST 36.07 0.66 109.30 136.05 10.34 51.03 VST 37.76 0.71 117.44 160.47 4.48 37.24 VST 26.40 0.71 127.91 119.77 3.10 39.66 VST 33.98 0.79 141.86 150.00 3.10 42.07 VST 38.98 0.63 147.67 181.40 3.79 44.48 VST 40.51 0.65 153.49 141.86 3.10 46.90 VST 41.52 0.67 28.83 37.72 3.34 25.91 VST 16.11 0.97 29.72 35.94 2.75 18.29 VST 11.22 0.93 30.61 29.72 3.63 18.00 VST 10.59 0.65 34.16 25.27 3.34 17.41 VST 9.49 1.03 37.72 43.95 3.05 17.70 VST 9.93 0.85 37.72 33.27 2.75 16.82 VST 10.54 1.00 37.72 28.83 3.05 19.17 VST 11.51 1.06 43.06 40.39 1.88 17.70 VST 11.95 1.15 45.73 35.05 1.29 15.94 VST 12.53 1.15 53.74 43.06 1.58 19.17 VST 15.07 0.77 61.74 48.40 1.29 22.10 VST 16.39 0.62 69.75 67.08 1.88 22.39 VST 16.46 0.73 73.31 64.41 2.46 29.72 VST 25.15 0.64 82.21 77.76 3.34 37.05 VST 28.27 ------------------------------------------------ country: Canada reference: Eden, W.J., and Hamilton, J.J. 1957. The use of a field vane apparatus in sensitive clay. In Proceedings of the American Society for Testing Materials Symposium on In-Place Shear Testing of Soil by The Vane Method. ASTM Special Technical Publication 193. American Society for Testing and Materials, West Conshohocken, Pa. pp. 41-3. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 1.00 52.85 185.15 1.46 58.09 VST 47.95 1.00 55.84 176.90 1.46 47.60 VST 38.76 1.20 58.09 170.91 0.93 61.47 VST 50.05 1.20 62.22 162.66 0.93 70.84 VST 58.07 1.60 64.46 157.79 0.46 70.46 VST 61.58 1.40 69.34 151.42 0.64 51.72 VST 45.20 2.00 71.96 148.79 0.27 56.22 VST 52.21 1.30 74.21 145.79 0.77 51.72 VST 45.54 3.30 76.46 143.92 0.08 58.47 VST 59.35 0.60 77.05 216.70 5.07 81.40 VST 62.10 0.90 81.93 190.10 1.89 106.75 VST 85.19 0.90 86.36 175.91 1.89 110.74 VST 87.80 1.00 91.68 170.59 1.46 85.92 VST 69.49 1.00 96.56 175.03 1.46 58.87 VST 47.94 1.00 103.21 182.56 1.46 87.69 VST 73.40 1.50 113.85 195.42 0.54 113.40 VST 105.32 2.50 123.16 205.17 0.16 110.74 VST 114.33 3.80 135.13 217.59 0.06 65.08 VST 71.37 1.50 87.37 92.83 0.54 38.23 VST 35.22 1.60 90.88 91.66 0.46 31.98 VST 28.16 1.30 94.78 95.17 0.77 29.25 VST 24.66 1.50 98.69 99.47 0.54 44.08 VST 38.52 1.20 102.59 103.37 0.93 40.18 VST 33.40 1.70 106.49 107.66 0.40 37.45 VST 31.34 1.30 109.61 111.17 0.77 44.47 VST 38.86 0.90 112.73 115.07 1.89 63.58 VST 58.14 0.80 116.24 118.19 2.51 56.56 VST 53.78 1.20 118.97 121.70 0.93 58.90 VST 57.38 1.20 122.48 125.60 0.93 48.76 VST 43.58 0.90 130.67 133.01 1.89 60.85 VST 57.86 1.70 23.00 62.81 0.40 23.00 VST 19.81 1.50 26.10 65.90 0.54 25.21 VST 21.10 1.60 28.75 68.56 0.46 25.65 VST 21.78 1.50 31.85 71.65 0.54 26.10 VST 22.48 1.20 34.94 74.75 0.93 29.19 VST 24.61 1.50 38.04 77.85 0.54 30.08 VST 25.91 1.20 40.25 80.94 0.93 38.04 VST 31.84 1.30 44.23 83.60 0.77 41.13 VST 34.92 1.20 46.88 86.25 0.93 42.46 VST 34.57 1.30 53.08 92.88 0.77 55.29 VST 47.97 1.50 58.83 99.08 0.54 36.71 VST 32.32 1.30 61.92 102.17 0.77 45.56 VST 42.98 1.40 68.56 108.37 0.64 44.67 VST 40.85 ------------------------------------------------ country: U.S.A reference: Horn, H.M., and Lambe, T.W. 1964. Settlement of buildings on the MIT campus. In Proceedings of the ASCE Conference on In-Situ Measurement of Soil Properties. pp. 215-29. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 0.51 194.01 712.71 13.68 107.07 VST 97.40 0.57 208.11 465.11 11.71 91.94 VST 86.51 0.58 211.24 559.14 11.71 90.62 VST 87.10 0.47 223.78 581.08 9.73 63.66 VST 60.86 0.37 247.29 465.11 7.10 56.43 VST 52.82 0.81 256.69 314.67 5.79 54.45 VST 56.70 ------------------------------------------------ country: Canada reference: Eden, W.J., and Crawford, C.B. 1957. Geotechnical properties of Leda clay in the Ottawa area. In Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering. Vol. 1, pp. 22-7. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 1.60 14.26 63.29 0.46 22.28 VST 20.87 1.88 24.07 59.72 0.31 28.52 VST 26.65 1.80 27.63 98.05 0.35 23.18 VST 21.71 2.13 40.11 85.57 0.23 34.76 VST 33.06 2.21 53.48 106.07 0.21 39.22 VST 37.87 1.58 64.18 131.92 0.47 61.50 VST 58.78 1.63 70.42 142.62 0.45 48.13 VST 49.61 1.43 85.57 164.90 0.61 66.85 VST 65.55 1.34 97.16 181.84 0.72 72.20 VST 70.61 2.65 104.29 165.79 0.14 57.94 VST 64.48 0.81 74.26 215.60 2.40 85.44 VST 65.25 0.91 84.64 170.88 1.86 114.98 VST 90.34 0.86 87.84 164.49 2.09 124.57 VST 97.01 1.00 89.43 167.68 1.46 118.98 VST 96.52 1.04 93.42 170.88 1.33 107.80 VST 87.86 1.06 103.01 180.46 1.27 86.24 VST 72.33 1.40 111.79 191.64 0.64 121.37 VST 112.17 1.83 119.78 204.42 0.33 111.79 VST 110.38 3.80 131.75 211.60 0.06 74.26 VST 80.99 1.00 49.22 193.28 1.46 74.56 VST 62.15 0.99 52.12 180.97 1.51 65.15 VST 53.97 1.00 55.02 172.29 1.46 57.19 VST 46.40 1.19 57.19 165.77 0.96 65.15 VST 53.41 1.27 61.53 164.32 0.82 69.49 VST 57.44 1.48 64.43 154.19 0.56 77.46 VST 66.68 1.41 69.49 156.36 0.63 63.70 VST 55.82 1.93 72.39 148.40 0.29 90.49 VST 84.17 1.36 75.28 140.44 0.69 68.77 VST 60.39 3.14 77.46 146.95 0.09 78.18 VST 79.22 ------------------------------------------------ country: Brasil reference: Anderson, T.C., Koutsoftas, D.C., Ramalho-Ortigao, J.A., and Costa- Filho, L.M. 1982. Discussion to Cam-clay predictions of undrained strength. Journal of the Geotechnical Engineering Division, 108(1): 176-83. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 1.11 5.11 20.18 1.30 4.47 VST 2.69 1.39 6.46 20.72 1.52 5.69 VST 3.61 1.26 8.34 21.26 1.74 8.28 VST 5.21 1.63 10.76 23.68 1.96 8.47 VST 6.13 1.20 12.91 26.64 2.39 6.78 VST 5.06 1.24 14.53 28.52 2.72 5.38 VST 3.64 1.21 16.68 30.67 2.72 9.12 VST 6.62 1.18 18.57 33.63 3.04 9.84 VST 7.57 1.42 20.45 36.05 3.26 13.75 VST 9.97 1.18 22.87 38.48 3.80 14.40 VST 11.46 ------------------------------------------------ country: U.K reference: Skempton, A.W., and Henkel, D.J. 1953. The post-glacial clays of the Thames Estuary at Tilbury and Shellhaven. In Proceedings of the 3th International Conference on Soil Mechanics and Foundation Engineering. Vol. 1, pp. 302-08. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 0.63 23.50 31.39 2.04 12.62 VST 7.94 0.66 38.41 37.53 3.47 16.66 VST 10.88 0.59 39.28 39.28 3.73 17.89 VST 10.75 0.72 45.42 44.54 2.99 15.25 VST 10.12 0.63 48.93 48.05 3.20 16.31 VST 12.16 0.76 50.68 49.81 3.27 16.66 VST 10.93 0.45 58.57 56.82 2.10 14.73 VST 12.27 0.66 60.33 60.33 2.25 15.78 VST 15.06 0.76 67.34 68.22 2.90 18.24 VST 14.15 0.67 68.22 69.97 2.95 18.59 VST 14.06 0.82 70.85 70.85 3.09 19.47 VST 15.77 0.80 74.36 73.48 3.23 20.35 VST 15.30 0.67 76.99 75.24 3.34 21.05 VST 15.03 0.42 82.25 82.25 8.02 16.84 VST 15.54 ------------------------------------------------ country: Sweden reference: Massarch, K.R., Holtz, R.D., Holm, B.G., and Fredriksson, A. 1975. Measurements of horizontal in-situ stress. In Proceedings of the ASCE Conference on Design of Foundation for Control of Settlement. Vol. 1, pp. 266-86. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 0.88 26.66 36.10 1.61 17.70 VST 13.14 1.34 36.44 44.54 0.51 16.26 VST 12.60 1.11 41.50 51.63 0.59 16.55 VST 13.31 1.10 48.79 71.97 0.72 18.60 VST 14.71 1.23 61.73 69.54 1.05 21.05 VST 19.71 1.46 74.39 79.51 1.12 25.83 VST 24.28 0.83 14.98 40.07 0.79 13.51 VST 7.24 0.87 16.48 31.84 0.99 14.81 VST 8.21 0.78 23.22 37.83 1.58 15.83 VST 9.76 0.95 12.45 24.12 1.39 11.12 VST 7.92 1.82 21.01 24.90 0.38 6.91 VST 6.03 1.76 31.52 38.13 0.75 10.52 VST 9.83 1.60 44.75 40.08 0.60 13.82 VST 12.74 1.52 59.14 59.53 0.72 15.02 VST 14.11 1.33 11.28 29.57 0.40 5.62 VST 5.16 2.77 20.23 49.42 0.38 6.90 VST 6.44 1.77 25.68 50.19 0.33 7.22 VST 6.84 1.34 31.91 62.26 0.33 8.99 VST 8.34 1.29 38.13 55.64 0.45 11.72 VST 11.04 1.18 44.75 91.83 0.43 11.24 VST 10.64 1.32 58.37 100.78 0.94 16.06 VST 15.20 ------------------------------------------------ country: Thailand reference: Eide, O., and Holmberg, S. 1972. Test fills to failure on the soft Bangkok clay. In Proceedings of the ASCE Conference on the Performance of Earth and Earth-supported Structures. Vol. 1, pp. 158-80. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 0.93 11.77 26.31 1.40 9.11 VST 10.18 0.90 12.92 26.77 1.17 10.27 VST 10.73 0.87 15.69 30.46 1.17 10.27 VST 12.10 0.79 16.84 31.84 1.40 12.14 VST 12.10 0.92 19.15 34.61 1.40 12.14 VST 14.30 0.91 19.61 35.31 1.40 12.14 VST 14.30 0.87 20.08 35.77 1.87 12.14 VST 14.30 0.85 21.00 36.69 1.87 12.38 VST 14.30 0.83 21.46 37.15 2.10 12.38 VST 14.58 0.82 21.92 37.84 2.10 14.71 VST 14.58 0.72 26.08 43.15 2.57 14.94 VST 17.33 0.76 26.54 43.84 2.80 15.41 VST 17.60 0.82 27.23 44.54 2.80 15.64 VST 18.15 0.86 27.46 45.00 2.80 16.35 VST 18.43 0.86 27.69 45.00 2.80 16.58 VST 19.25 0.87 28.15 45.46 2.33 17.05 VST 19.53 0.89 28.38 46.38 2.33 17.51 VST 20.08 0.86 29.31 47.07 1.87 17.98 VST 20.63 0.82 29.77 47.54 1.87 17.98 VST 21.18 0.78 30.23 48.00 1.87 17.98 VST 21.18 0.80 30.69 48.69 2.10 18.21 VST 21.18 0.81 31.15 49.15 2.10 18.45 VST 21.45 0.76 31.61 49.61 2.33 18.45 VST 21.73 ------------------------------------------------ country: Sweden reference: Massarch, K.R., and Broms, B.B. 1976. Lateral earth pressure at rest in soft clay. Journal of the Geotechnical Engineering Division, ASCE, 2: 1041-047. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 0.77 55.43 81.77 1.21 18.18 VST 13.96 1.19 66.63 75.07 1.11 26.62 VST 21.36 ------------------------------------------------ country: Japan reference: Ohtsubo, M., Higashi, T., Kanayama, M., and Takayama, M. 2007. Depositional geochemistry and geotechnical properties of marine clays in the Ariake Bay area, Japan. In Proceedings of athe Second International Workshop on Characterization and Engineering Properties of Natural Soils. Vol. 3, pp. 1893-937. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 0.98 3.70 13.87 0.88 5.95 VST 3.97 1.31 7.40 12.95 0.59 4.29 VST 3.08 1.78 13.87 9.25 0.39 4.07 VST 3.63 1.51 17.57 17.57 0.39 5.00 VST 4.70 1.31 21.27 20.35 0.39 5.95 VST 4.76 1.34 24.05 21.27 0.59 6.43 VST 6.15 1.63 27.75 24.05 0.39 7.62 VST 8.31 1.42 31.45 24.97 0.68 10.48 VST 6.38 1.45 35.14 29.60 0.68 7.86 VST 9.38 1.27 39.77 29.60 0.78 12.38 VST 10.33 1.21 44.39 30.52 0.88 13.10 VST 10.82 1.38 49.02 36.07 0.98 13.81 VST 14.56 1.45 51.79 55.49 1.18 17.38 VST 11.28 1.51 58.27 60.12 1.37 13.10 VST 25.59 1.22 61.97 48.09 0.98 18.57 VST 14.06 1.18 66.59 72.14 0.88 17.14 VST 21.05 0.93 71.21 97.11 1.18 26.19 VST 24.81 1.18 14.30 23.84 1.47 7.35 VST 7.07 1.13 44.50 46.09 1.52 18.24 VST 16.89 1.37 63.58 63.58 1.41 18.33 VST 15.18 1.41 81.06 81.06 1.41 28.20 VST 25.01 1.13 96.95 96.95 1.10 29.70 VST 23.31 1.15 114.44 144.44 1.39 36.14 VST 27.94 0.82 147.82 155.76 1.98 53.46 VST 39.68 0.90 165.30 165.30 2.21 55.25 VST 39.06 1.76 184.37 235.23 2.34 46.80 VST 41.50 0.69 205.03 225.70 5.61 56.10 VST 51.01 1.58 11.72 9.94 0.25 2.75 VST 1.93 1.55 19.28 19.28 0.65 6.50 VST 5.01 1.42 25.05 22.83 0.56 11.20 VST 8.24 1.46 32.61 26.39 0.54 13.50 VST 10.32 1.47 40.17 29.94 0.71 16.33 VST 13.10 1.27 48.61 39.72 0.73 18.98 VST 14.62 1.33 58.39 52.17 1.35 20.25 VST 17.64 1.28 67.28 52.17 1.15 32.20 VST 26.17 1.22 76.62 69.95 1.21 41.14 VST 32.83 0.93 86.40 76.62 1.31 37.99 VST 29.70 0.76 94.40 101.51 9.55 42.75 VST 33.68 1.13 8.13 17.50 0.50 1.97 VST 1.71 1.21 11.25 30.63 0.22 3.35 VST 1.19 1.21 14.38 15.63 0.16 3.60 VST 3.17 1.52 16.25 21.88 0.39 4.53 VST 3.30 1.14 20.00 27.50 0.57 4.94 VST 4.56 1.29 22.50 22.50 0.65 4.48 VST 3.88 1.44 25.63 23.75 0.44 4.45 VST 3.66 1.31 28.75 31.88 0.44 7.41 VST 6.86 1.24 32.50 28.13 0.52 7.16 VST 5.59 1.29 35.63 37.50 0.39 9.73 VST 8.61 1.37 39.38 38.13 0.63 11.30 VST 11.00 1.14 41.88 39.38 0.68 10.72 VST 9.92 1.41 46.88 45.00 1.01 13.55 VST 9.57 1.71 51.25 73.13 1.47 16.85 VST 14.92 1.17 55.00 70.63 0.59 19.54 VST 19.45 1.15 59.38 73.75 1.17 23.72 VST 21.72 1.06 65.00 105.63 1.43 31.80 VST 29.49 ------------------------------------------------ country: Canada reference: Silvestri, V., and Aubertin, M. 1988. Anisotropy and in-situ vane tests. In Vane shear strength testing in soils: field and laboratory studies. STP 1014. American Society for Testing Materials, Philadelphia, Pa. pp. 88-03. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 0.64 11.27 80.72 3.14 19.17 VST 15.90 1.30 16.18 91.34 1.09 21.16 VST 17.05 1.27 21.90 101.96 1.05 25.14 VST 21.25 1.00 27.61 111.77 1.37 29.12 VST 23.38 1.41 32.52 122.39 1.49 32.44 VST 27.55 1.00 37.42 133.01 1.80 36.42 VST 30.34 1.25 43.95 142.81 1.76 40.07 VST 34.36 1.00 55.39 164.05 2.15 48.03 VST 39.45 ------------------------------------------------ country: U.S.A reference: Ladd, C.C., Rixner, J.J., and Gifford, D.G. 1972. Performance of embankments with sand drains on sensitive clay. In Proceedings of the ASCE Specialty Conference on Performance of Earth and Earth-supported Structures. Vol. 1, pp. 211-42. LI sv_eff (kPa) sp_eff (kPa) sure (kPa) su(test) (kPa) Test Type Su su(mob) (kPa) 1.59 26.75 74.13 0.47 12.41 VST 12.09 1.58 30.57 62.67 0.48 11.49 VST 11.75 1.64 32.10 61.14 0.43 11.03 VST 11.43 2.52 32.86 58.85 0.15 11.03 VST 12.02 1.91 44.33 64.19 0.30 12.26 VST 12.63 1.76 53.50 71.84 0.37 14.87 VST 15.03 1.75 55.02 74.13 0.37 15.48 VST 15.69 1.89 56.55 74.13 0.31 11.03 VST 11.09 2.11 61.90 80.24 0.23 11.80 VST 12.26 2.05 68.02 86.36 0.25 12.72 VST 14.10 1.57 75.66 94.76 0.49 13.79 VST 15.20 ------------------------------------------------