Table 34. Undrained shear-strength measurements from Site 1054.										

Leg	Site	Hole	Core	Type	Section	Interval (cm)	Depth (mbsf)	Spring no.	Undrained shear strength (kPa)	Residual strength (kPa)
172	1054	B	1	H	1	86	0.864	B-1	4.3	2.6
172	1054	B	2	H	1	129	3.986	B-1	6.7	3.8
172	1054	B	2	H	3	115	6.849	B-1	7.4	3.0
172	1054	B	2	H	3	140	7.101	B-2	7.9	3.7
172	1054	B	2	H	5	117	9.874	B-2	11.1	4.8
172	1054	B	3	H	1	114	13.341	B-2	16.6	7.5
172	1054	B	3	H	3	92	16.122	B-2	19.4	9.5
172	1054	B	3	H	5	96	19.157	B-2	12.3	5.8
172	1054	B	4	H	2	134	24.54	B-4	25.8	9.6
172	1054	B	4	H	4	104	27.238	B-4	29.9	12.5
172	1054	B	4	H	6	104	30.236	B-4	20.5	7.3
172	1054	B	5	H	2	116	33.858	B-4	18.7	7.5
172	1054	B	5	H	4	91	36.613	B-4	30.7	10.8
172	1054	B	5	H	6	124	39.939	B-4	39.5	14.2
172	1054	B	6	H	2	134	43.541	B-4	32.9	12.0
172	1054	B	6	H	4	119	46.385	B-4	35.3	9.4
172	1054	B	6	H	6	118	49.38	B-4	52.9	15.5
172	1054	B	7	H	2	135	53.047	B-4	42.8	16.7
172	1054	B	7	H	4	141	56.11	B-4	35.0	15.3
172	1054	B	8	H	2	139	59.79	B-4	50.8	18.4
172	1054	B	8	H	4	115	62.549	B-4	35.3	12.1
172	1054	B	8	H	6	100	65.404	B-4	37.7	15.3
172	1054	B	9	H	2	128	69.179	B-4	7.4	3.4
172	1054	B	9	H	4	62	71.518	B-4	6.8	1.8
172	1054	B	9	H	6	109	74.99	B-4	12.0	8.1
172	1054	B	10	H	2	81	78.206	B-4	30.3	11.0
172	1054	B	10	H	4	98	81.384	B-4	17.9	4.5
172	1054	B	10	H	6	116	84.559	B-4	35.3	10.2
172	1054	B	11	H	2	113	88.033	B-4	35.6	14.7
172	1054	B	11	H	4	115	91.047	B-4	29.8	8.3
172	1054	B	11	H	6	133	94.227	B-4	43.4	18.1
172	1054	B	12	H	2	104	97.44	B-4	59.1	21.1
172	1054	B	12	H	4	91	100.313	B-4	21.9	8.0