Table 25. Vane shear strength data for Hole 1041A. 											

Leg	Site	Hole	Core	Type	Section	Top (cm)	Bottom (cm)	Depth (mbsf)	Peak undrained shear strength (kPa)	Overburden (kPa)	Su/Po
170	1041	A	1	H	1	109.6	109.6	1.1	13.5	16.187	0.83403
170	1041	A	1	H	2	123.4	123.4	2.73	20.9	40.172	0.52026
170	1041	A	1	H	3	39.4	39.4	3.39	34.6	49.884	0.69361
170	1041	A	1	H	3	124.6	124.6	4.25	88.4	62.539	1.4135
170	1041	A	1	H	4	109.8	109.8	5.6	114.4	82.404	1.3883
170	1041	A	1	H	5	84.8	84.8	6.85	121.6	100.8	1.2064
170	1041	A	2	H	1	34.5	34.5	7.75	109.1	114.04	0.95667
170	1041	A	2	H	1	130.3	130.3	8.7	81.2	128.02	0.63427
170	1041	A	2	H	2	41.4	41.4	9.31	198.7	137	1.4504
170	1041	A	2	H	2	144.3	144.3	10.34	183.6	152.15	1.2067
170	1041	A	2	H	3	37.6	37.6	10.78	168.6	158.63	1.0629
170	1041	A	2	H	3	130.5	130.5	11.71	192.9	172.31	1.1195
170	1041	A	2	H	4	34.3	34.3	12.24	210.6	180.11	1.1693
170	1041	A	3	X	2	42.7	42.7	16.23	69.9	238.82	0.29268
170	1041	A	3	X	2	70.9	70.9	16.51	83.8	242.94	0.34493