"Table T16. Undrained shear strength measurements, Site 1134."									
									
Leg	Site	Hole	Core	Type	Section	Interval (cm)	Depth (mbsf)	Maximum shear strength (kPa)	Peak (kPa)
									
182	1134	A	1	H	2	121.3	2.71	9.81	11.97
182	1134	A	1	H	3	124.2	4.24	16.83	20.53
182	1134	A	2	H	1	128.0	5.78	8.64	10.54
182	1134	A	2	H	2	110.2	7.10	15.66	19.10
182	1134	A	2	H	3	115.8	8.66	16.11	19.65
182	1134	A	2	H	4	100.1	10.00	7.65	9.33
182	1134	A	2	H	5	133.2	11.83	11.70	14.27
182	1134	A	2	H	6	112.4	13.12	13.23	16.14
182	1134	A	2	H	7	34.8	13.85	8.01	9.77
182	1134	A	3	H	1	119.1	15.19	9.36	11.42
182	1134	A	3	H	2	130.4	16.80	5.58	6.81
182	1134	A	3	H	3	100.2	18.00	5.85	7.14
182	1134	A	3	H	4	97.7	19.48	8.37	10.21
182	1134	A	3	H	5	113.9	21.14	11.16	13.61
182	1134	A	3	H	6	115.7	22.66	15.21	18.55
182	1134	A	3	H	7	7.5	23.08	14.94	18.22
182	1134	A	4	H	1	102.8	24.53	9.81	11.97
182	1134	A	4	H	2	124.9	26.25	5.94	7.25
182	1134	A	4	H	3	111.0	27.61	8.55	10.43
182	1134	A	4	H	4	122.1	29.22	10.26	12.51
182	1134	A	4	H	5	125.9	30.76	3.33	4.06
182	1134	A	4	H	6	115.1	32.15	17.91	21.84
182	1134	A	4	H	7	19.6	32.70	27.72	33.81
182	1134	A	5	H	1	119.6	34.20	10.62	12.95
182	1134	A	5	H	2	133.3	35.83	5.76	7.03
182	1134	A	5	H	3	105.6	37.06	14.49	17.67
182	1134	A	5	H	4	135.9	38.86	9.99	12.18
182	1134	A	5	H	5	120.3	40.20	31.59	38.53
182	1134	A	5	H	6	129.2	41.79	21.24	25.91
182	1134	A	5	H	7	67.5	42.67	61.20	74.64
182	1134	A	6	H	1	119.7	43.70	28.44	34.69
182	1134	A	6	H	2	106.0	45.06	17.01	20.75
182	1134	A	6	H	3	110.7	46.61	13.77	16.79
182	1134	A	6	H	4	132.3	48.32	18.18	22.17
182	1134	A	6	H	5	113.3	49.63	9.36	11.42
182	1134	A	6	H	6	134.5	51.35	16.11	19.65
182	1134	A	6	H	7	27.5	51.78	13.41	16.36
182	1134	A	7	H	1	130.6	53.31	17.10	20.86
182	1134	A	7	H	2	116.7	54.67	15.03	18.33
182	1134	A	7	H	3	121.6	56.22	18.99	23.16
182	1134	A	7	H	3	121.6	56.22	18.99	23.16
182	1134	A	7	H	4	116.6	57.67	21.15	25.80
182	1134	A	7	H	5	135.3	59.35	17.46	21.30
182	1134	A	7	H	6	94.2	60.44	18.72	22.83
182	1134	A	7	H	7	64.2	61.64	48.78	59.49