LL = liquidity limit; PL = plastic limit; w = water content; sv_eff = vertical effective stress; sp_eff = preconsolidation stress; su = undrained shear strength;  st = sensitivity



country: Norway
reference: Marco D¡¦Ignazio, Kok-Kwang Phoon, Siew Ann Tan, and Tim Tapani Lansivaara.Correlations for undrained shear strength of Finnish soft clays. Can. Geotech. J. 53: 1628¡V1645 (2016)

Depth(m)	LL(%)	PL(%)	w(%)	sv_eff (kPa)	sp_eff (kPa)	su(test) (kPa)	Test Type Su	St

4.0	39.3	9.7	30.7	41.2	57.4	8.3	'FV'	3.0
5.2	58.7	10.3	65.5	50.4	78.7	11.8	'FV'	3.0
6.2	65.6	18.8	65.6	57.8	89.6	11.7	'FV'	3.0
7.1	75.2	20.6	56.2	64.7	98.5	12.3	'FV'	3.0
7.5	88.5	18.7	65.3	67.1	100.0	13.0	'FV'	3.0
7.5	88.0	18.0	65.0	68.0	95.2	22.8	'FV'	6.0
7.8	60.0	29.0	52.0	70.0	105.0	25.2	'FV'	8.0
8.5	75.8	15.4	61.7	74.5	114.4	20.6	'FV'	3.0
8.5	75.8	15.4	61.7	74.5	114.4	12.3	'FV'	3.0
9.0	78.2	19.1	58.2	78.7	124.3	13.7	'FV'	3.0
9.3	33.0	23.0	32.0	80.0	104.0	11.2	'FV'	8.0
9.4	92.2	20.4	64.1	81.5	113.4	20.9	'FV'	3.0
11.9	40.2	8.8	27.6	102.6	108.0	10.0	'FV'	7.0
13.0	25.0	3.0	26.0	112.5	135.0	20.8	'FV'	6.0
13.0	25.0	3.0	25.7	112.5	129.3	14.0	'FV'	7.0
17.4	23.3	2.7	17.3	152.6	182.3	19.0	'FV'	7.0
10.5	24.0	20.0	36.0	60.0	60.0	7.8	'FV'	42.5
6.5	34.0	21.0	40.5	43.0	47.3	10.8	'FV'	20.0
2.8	41.1	26.3	37.9	52.0	315.6	41.6	'FV'	
2.8	40.6	27.5	38.8	53.0	282.5	40.4	'FV'	
3.9	40.8	26.1	36.9	72.0	274.3	40.3	'FV'	
4.9	62.5	28.2	54.2	92.0	296.2	45.0	'FV'	
5.2	68.0	29.6	60.7	97.0	257.1	48.7	'FV'	
6.2	40.4	25.4	36.5	115.0	310.5	39.3	'FV'	
6.5	39.0	25.4	34.4	121.0	150.0	39.3	'FV'	
1.9	50.2	32.1	65.1	12.2	61.1	10.8	'FV'	3.0
2.1	65.2	32.1	67.1	13.9	58.4	12.7	'FV'	3.0
3.5	59.9	29.4	57.6	22.4	48.2	11.8	'FV'	3.0
5.2	56.8	33.9	58.5	32.6	45.1	12.1	'FV'	3.0
5.5	56.4	34.0	58.9	34.3	46.1	12.0	'FV'	3.0
7.6	66.3	34.8	62.3	47.5	54.3	12.9	'FV'	3.0
7.9	66.2	34.9	65.8	48.9	56.3	13.5	'FV'	3.0
10.8	74.4	38.3	67.5	66.2	85.2	17.6	'FV'	7.0
11.0	72.9	36.8	69.4	67.5	86.9	19.5	'FV'	7.0
13.4	71.4	35.6	66.7	82.2	106.3	22.2	'FV'	7.0
13.6	71.5	35.6	68.9	83.5	107.0	22.0	'FV'	7.0
16.3	72.7	37.9	64.5	99.8	100.2	27.4	'FV'	7.0
15.0	37.0	20.0	33.0	87.0	108.8	16.5	'FV'	5.0
15.0	44.0	25.0	37.4	87.0	87.0	17.0	'FV'	4.0
6.5	58.0	30.0	59.0	43.0	55.9	15.1	'FV'	11.0
3.1	56.1	29.2	59.2	21.4	49.1	14.8	'FV'	
5.0	58.8	30.2	61.2	31.3	56.2	14.6	'FV'	
7.0	63.6	31.6	68.3	43.4	64.8	13.1	'FV'	
9.2	71.3	27.9	68.7	54.8	96.8	17.6	'FV'	
10.0	68.6	27.9	68.9	61.2	83.3	17.9	'FV'	
4.5	22.8	18.9	40.3	34.6	142.5	16.6	'FV'	
6.0	29.0	17.2	44.3	42.7	119.0	17.9	'FV'	
7.5	25.8	19.8	41.1	52.3	123.5	14.6	'FV'	
8.0	24.8	20.7	41.3	54.6	130.1	11.4	'FV'	
7.5	47.0	27.0	40.0	52.0	52.0	24.4	'FV'	5.0
								
--------------------------------------------------------------------------------								

country: Sweden
reference: Marco D¡¦Ignazio, Kok-Kwang Phoon, Siew Ann Tan, and Tim Tapani Lansivaara.Correlations for undrained shear strength of Finnish soft clays. Can. Geotech. J. 53: 1628¡V1645 (2016)								
								

Depth(m)	LL(%)	PL(%)	w(%)	sv_eff (kPa)	sp_eff (kPa)	su(test) (kPa)	Test Type Su	St
								
9.1	87.1	32.1	74.7	55.4	81.8	18.2	'FV'	15.0
11.1	85.6	37.3	94.9	66.6	75.1	26.6	'FV'	24.0
13.1	86.1	39.9	89.2	78.7	84.1	32.1	'FV'	
14.1	89.7	38.4	93.3	84.7	226.6	33.2	'FV'	
15.1	89.2	38.4	92.8	91.6	177.0	34.3	'FV'	
4.0	85.8	25.3	78.4	26.7	36.1	17.7	'FV'	11.0
6.0	84.7	31.1	103.1	36.4	44.5	16.3	'FV'	32.0
7.0	83.0	35.1	88.1	41.5	51.6	16.5	'FV'	28.0
2.6	76.5	33.2	85.3	20.5	45.6	12.7	'FV'	
3.0	75.8	33.9	84.4	23.1	42.7	13.4	'FV'	
3.5	75.2	34.2	83.4	26.1	41.8	13.1	'FV'	
3.9	72.7	34.6	82.4	28.2	53.0	13.1	'FV'	
4.5	70.3	35.2	83.0	32.0	47.1	12.8	'FV'	
5.0	78.8	35.9	92.2	34.4	53.6	12.7	'FV'	
5.5	82.1	35.9	98.1	37.3	60.1	12.5	'FV'	
5.9	75.8	33.2	93.8	39.4	69.0	12.5	'FV'	
6.9	69.6	32.6	83.4	46.2	63.4	12.6	'FV'	
7.9	65.7	31.3	79.4	51.8	65.4	13.3	'FV'	
8.9	78.1	35.5	83.0	56.9	63.4	14.7	'FV'	
5.0	88.1	37.7	93.2	48.8	72.0	18.6	'FV'	26.0
7.0	51.4	24.4	57.5	61.7	69.5	21.1	'FV'	20.0
9.0	50.4	23.9	62.6	74.4	79.5	25.8	'FV'	23.0
2.0	201.8	73.9	180.1	15.0	40.1	13.5	'FV'	17.0
3.0	191.3	70.4	176.0	16.5	31.8	14.8	'FV'	15.0
5.0	157.8	61.0	136.1	23.2	37.8	15.8	'FV'	10.0
2.1	129.7	47.5	130.8	14.9	20.9	8.7	'FV'	
2.8	129.7	47.0	122.6	18.4	21.1	8.4	'FV'	
3.6	124.2	43.7	114.9	21.8	25.3	8.6	'FV'	
4.2	119.3	41.0	111.1	24.7	28.5	9.4	'FV'	
5.0	110.0	38.2	108.3	28.3	32.6	10.3	'FV'	
5.7	105.1	36.0	100.7	31.9	35.9	10.8	'FV'	
6.4	100.7	31.7	97.4	35.2	40.2	11.2	'FV'	
7.1	93.0	30.0	95.2	39.2	45.1	12.1	'FV'	
7.9	84.8	27.3	83.1	43.4	49.9	13.2	'FV'	
8.5	82.1	26.2	82.6	47.0	54.3	14.2	'FV'	
9.0	76.0	25.0	69.9	50.0	65.0	17.0	'FV'	17.5
9.1	78.8	25.1	78.2	50.5	58.4	15.3	'FV'	
9.9	73.8	22.3	72.2	55.3	64.4	17.4	'FV'	
10.7	71.1	23.4	71.1	61.2	71.5	18.4	'FV'	
11.5	73.3	22.3	74.4	67.5	79.1	18.6	'FV'	
12.4	73.3	22.9	83.1	74.8	86.7	18.6	'FV'	
3.2	65.1	31.3	98.9	37.7	126.6	25.0	'FV'	
4.1	64.0	31.0	97.0	45.4	105.0	22.7	'FV'	
6.1	61.6	30.4	92.7	63.5	102.9	31.6	'FV'	
7.2	60.3	30.1	90.4	73.3	122.8	22.1	'FV'	
8.1	59.2	29.8	88.5	82.2	135.5	22.7	'FV'	
9.2	57.9	29.5	86.3	91.9	132.9	29.2	'FV'	
10.1	56.7	29.2	84.2	100.3	143.5	30.9	'FV'	
12.2	54.1	28.5	79.7	120.7	149.8	28.7	'FV'	
16.2	49.3	27.3	71.2	160.4	184.5	33.5	'FV'	
17.1	48.1	27.0	69.2	169.7	215.4	34.4	'FV'	
21.2	43.1	25.8	60.4	212.9	240.8	31.5	'FV'	
2.1	82.0	35.5	85.0	27.5	42.8	10.9	'FV'	
2.9	83.0	35.8	120.0	31.2	42.8	10.0	'FV'	
3.4	79.0	34.8	115.0	33.9	43.8	10.3	'FV'	
4.1	75.0	33.8	110.0	37.5	45.8	10.6	'FV'	
4.7	60.0	30.0	85.0	40.2	48.5	11.2	'FV'	
5.3	65.0	31.3	77.0	43.1	50.8	12.0	'FV'	
5.9	70.0	32.5	70.0	45.8	54.4	13.1	'FV'	
6.6	71.0	32.8	82.0	49.5	59.1	14.3	'FV'	
7.3	72.0	33.0	95.0	52.4	64.7	15.6	'FV'	
7.8	71.0	32.8	90.0	55.1	69.4	16.1	'FV'	
8.6	70.0	32.5	85.0	59.1	78.3	16.5	'FV'	
9.4	60.0	30.0	65.0	64.1	89.6	16.7	'FV'	
10.3	70.0	32.5	72.0	69.0	101.6	16.9	'FV'	
11.1	35.0	23.8	40.0	74.7	113.5	16.9	'FV'	
12.0	40.0	25.0	40.0	80.3	125.8	17.0	'FV'	
12.9	40.0	25.0	40.0	86.0	136.1	17.5	'FV'	
10.0	51.0	23.0	63.0	60.0	84.0	15.6	'FV'	20.0
2.0	126.1	58.5	122.5	12.5	24.1	11.1	'FV'	8.0
4.0	66.4	30.2	95.9	21.0	24.9	6.9	'FV'	18.0
6.0	51.3	24.1	71.8	31.5	38.1	10.5	'FV'	14.0
8.0	55.5	26.6	73.0	44.7	40.1	13.8	'FV'	23.0
9.9	50.7	24.1	64.6	59.1	59.5	15.0	'FV'	21.0
1.5	113.8	40.0	107.8	10.4	43.8	10.2	'FV'	
2.0	115.3	40.7	109.3	11.3	26.0	8.9	'FV'	
2.3	125.0	54.2	122.8	11.9	24.0	8.2	'FV'	
3.1	118.3	42.2	117.5	14.0	18.7	7.2	'FV'	
3.8	123.5	37.7	113.8	16.4	20.2	7.1	'FV'	
4.6	104.1	46.0	107.1	19.6	28.9	9.0	'FV'	
5.3	104.9	41.5	103.4	22.8	31.7	11.3	'FV'	
2.0	92.5	32.4	91.3	14.0	36.0	8.8	'FV'	
2.5	81.2	27.6	87.7	16.2	33.1	8.5	'FV'	
3.0	76.4	24.6	80.6	18.4	31.6	8.4	'FV'	
3.7	70.5	26.4	78.8	22.1	31.6	8.3	'FV'	
4.3	68.7	26.4	78.8	25.0	32.4	8.2	'FV'	
4.9	67.5	27.0	78.8	28.3	34.9	8.5	'FV'	
5.5	58.0	24.0	74.6	32.0	37.9	9.3	'FV'	
6.0	53.2	20.5	65.7	36.0	41.2	9.7	'FV'	
6.4	51.4	20.5	65.1	37.9	43.4	10.3	'FV'	
6.8	49.6	19.3	63.9	40.1	46.3	11.0	'FV'	
7.3	49.6	19.3	63.9	43.4	51.1	11.9	'FV'	
7.9	49.6	21.0	62.1	46.3	55.5	13.0	'FV'	
8.5	49.6	21.0	60.9	50.4	60.7	13.7	'FV'	
9.0	49.0	19.3	59.7	54.4	65.4	14.6	'FV'	
9.6	49.0	19.9	58.0	58.1	71.3	15.5	'FV'	
10.3	51.4	19.3	57.4	62.5	76.8	16.8	'FV'	
2.1	110.0	40.0	121.0	6.9	16.7	5.9	'FV'	
3.1	105.0	40.0	115.5	9.2	15.2	6.7	'FV'	
4.0	100.0	40.0	110.0	12.0	22.1	7.7	'FV'	
5.0	100.0	40.0	110.0	14.7	25.5	8.7	'FV'	
6.0	95.0	40.0	104.5	17.4	27.5	9.5	'FV'	
7.0	75.0	30.0	82.5	20.5	47.1	10.4	'FV'	
7.9	83.0	30.0	91.3	23.5	45.1	13.2	'FV'	
8.9	95.0	30.0	104.5	26.9	55.9	15.8	'FV'	
10.0	87.0	30.0	95.7	30.4	54.9	19.2	'FV'	
11.0	86.0	30.0	94.6	33.8	61.3	19.9	'FV'	
11.5	85.0	30.0	93.5	35.5	63.2	20.4	'FV'	
12.1	85.0	30.0	93.5	38.2	66.2	21.0	'FV'	
12.6	84.0	30.0	92.4	39.5	68.1	21.4	'FV'	
13.2	83.0	30.0	91.3	41.6	70.6	22.2	'FV'	
2.0	47.9	18.5	57.5	11.3	29.6	5.6	'FV'	14.0
4.0	49.2	21.7	97.8	20.2	49.4	6.9	'FV'	18.0
5.0	40.3	14.7	60.1	25.7	50.2	7.2	'FV'	22.0
6.0	49.9	21.7	59.5	31.9	62.3	9.0	'FV'	27.0
6.9	47.3	21.1	55.0	38.1	55.6	11.7	'FV'	26.0
8.0	47.3	21.7	51.8	44.7	91.8	11.2	'FV'	26.0
10.0	44.7	19.2	53.1	58.4	100.8	16.1	'FV'	17.0