Table 35. Undrained shear-strength measurements from Site 1055.										

Leg	Site	Hole	Core	Type	Section	Interval (cm)	Depth (mbsf)	Spring no.	Undrained shear strength (kPa)	Residual strength (kPa)
172	1055	C	1	H	1	86	0.86	B-1	2.5	1.2
172	1055	C	1	H	3	135	4.35	B-1	5.6	2.5
172	1055	C	1	H	5	124	7.24	B-1	8.4	3.6
172	1055	C	2	H	1	107	9.57	B-1	6.9	3.5
172	1055	C	2	H	3	126	12.76	B-1	9.3	3.7
172	1055	C	2	H	5	135	15.85	B-2	10.8	6.1
172	1055	C	3	H	1	52	18.52	B-2	14.4	6.4
172	1055	C	4	H	1	130	28.8	B-2	16.5	8.2
172	1055	C	4	H	3	60	31.1	B-2	14.2	5.6
172	1055	C	4	H	5	137	34.87	B-2	21.0	1.2
172	1055	C	5	H	1	120	38.2	B-2	15.0	7.2
172	1055	C	5	H	3	128	41.28	B-2	12.1	3.7
172	1055	C	5	H	5	119	44.19	B-2	15.0	8.0
172	1055	C	5	H	7	61	46.61	B-2	4.7	1.9
172	1055	C	6	H	1	135	47.85	B-4	13.9	5.8
172	1055	C	6	H	3	143	50.93	B-4	22.8	9.8
172	1055	C	6	H	5	142	53.92	B-4	40.8	18.8
172	1055	C	7	H	1	25	56.245	B-4	16.5	7.4
172	1055	C	7	H	3	12	59.115	B-4	21.0	7.1
172	1055	C	7	H	5	129	63.294	B-4	36.2	16.2
172	1055	C	8	H	1	140	66.897	B-4	19.1	10.1
172	1055	C	8	H	3	134	69.844	B-4	26.4	12.5
172	1055	C	8	H	5	111	72.614	B-4	21.8	11.3
172	1055	C	9	H	1	95	75.95	B-4	27.2	9.7
172	1055	C	9	H	3	86	78.855	B-4	16.4	3.9
172	1055	C	9	H	5	118	82.184	B-4	20.1	10.9
172	1055	C	10	H	2	13	83.186	B-4	24.7	11.6
172	1055	C	10	H	3	9	84.653	B-4	26.5	11.6
172	1055	C	10	H	6	119	90.246	B-4	23.4	8.3
172	1055	C	11	H	2	88	93.5	B-4	40.9	15.1
172	1055	C	11	H	4	76	96.382	B-4	32.4	11.7
172	1055	C	11	H	6	68	99.296	B-4	27.2	9.4
172	1055	C	12	H	2	14	103.142	B-4	42.5	13.1
172	1055	C	12	H	4	88	106.883	B-4	39.6	17.0
172	1055	C	12	H	6	32	109.32	B-4	22.8	7.0
172	1055	C	13	H	2	96	112.562	B-4	29.6	11.2
172	1055	C	13	H	4	118	115.784	B-4	41.1	14.8
172	1055	C	13	H	6	78	118.378	B-4	25.5	8.8