Table 28. Undrained shear-strength measurements from Site 1064A.													

Leg	Site	Hole	Core	Type	Section	Interval (cm)	Depth (mbsf)	Method	Spring no.	Undrained shear strength (kPa)	Residual strength (kPa)		
172	1064	A	1	H	1	105	1.05	Vane	B-1	7.30			
172	1064	A	1	H	2	33	1.83	Vane	B-1	6.40	3.2		
172	1064	A	1	H	2	110	2.6	Vane	B-1	7.80			
172	1064	A	1	H	3	5	3.05	Vane	B-1	6.80	2.9		
172	1064	A	1	H	3	5	3.05	Vane	B-1	6.80	2.9		
172	1064	A	1	H	3	102	4.02	Vane	B-1	8.10	4		
172	1064	A	1	H	4	49	4.99	Vane	B-1	7.90	3.2		
172	1064	A	1	H	4	117	5.67	Vane	B-1	16.60	7.4		
172	1064	A	1	H	5	48	6.48	Vane	B-1	11.10	4.6		
172	1064	A	1	H	5	136	7.36	Vane	B-1	24.00	11.4		
172	1064	A	1	H	5	136	7.36	Vane	B-1	24.00	11.4		
172	1064	A	1	H	6	84	8.34	Vane	B-1	13.90	7.8		
172	1064	A	1	H	6	113	8.63	Vane	B-1	19.80	10.3		
172	1064	A	2	H	2	65	11.65	Vane	B-1	13.00	5.3
172	1064	A	2	H	2	108	12.08	Vane	B-1	12.50	5
172	1064	A	2	H	3	14	12.64	Vane	B-1	18.60	8.6
172	1064	A	2	H	4	30	14.3	Vane	B-1	21.60	
172	1064	A	2	H	4	84	14.84	Vane	B-2	17.00	8.5
172	1064	A	2	H	5	21	15.71	Vane	B-2	16.80	8.1
172	1064	A	2	H	5	116	16.66	Vane	B-2	21.20	9.5
172	1064	A	2	H	6	33	17.33	Vane	B-2	20.80	10.1
172	1064	A	2	H	6	107	18.07	Vane	B-2	15.90	8.6
172	1064	A	3	H	1	77	19.77	Vane	B-2	12.10	6.209
172	1064	A	3	H	2	29	20.59	Vane	B-2	11.93	6.007
172	1064	A	3	H	2	111	21.41	Vane	B-2	14.68	8.464
172	1064	A	3	H	3	67	22.47	Vane	B-2	14.07	7.224
172	1064	A	3	H	3	136	23.16	Vane	B-2	18.22	9.841
172	1064	A	3	H	4	54	23.84	Vane	B-2	16.61	7.365
172	1064	A	3	H	4	112	24.42	Vane	B-2	15.64	6.466
172	1064	A	3	H	5	75	25.55	Vane	B-2	18.67	8.401
172	1064	A	3	H	6	95	27.25	Vane	B-2	11.09	5.322
172	1064	A	3	H	6	11	26.41	Vane	B-2	20.20	9.494
172	1064	A	3	H	7	50	28.3	Vane	B-2	11.17	5.287