"Table T18. Shear and compressive strength data, Sites 1110 and 1111."											
											
Note: No strength data were collected from Sites 1112 and 1113.											
											
Leg	Site	Hole	Core	Type	Section	Top interval (cm)	Bottom interval (cm)	Depth (mbsf)	Peak vane shear strength (kPa)	Residual vane shear strength	Unconfined compressive (kPa)
											
180	1110	A	1	H	1	92.5	92.5	0.93	–	–	2.5
180	1110	A	1	H	1	106.0	106.0	1.06	–	–	20.0
180	1110	B	1	H	1	80.0	80.0	0.80	–	–	0.0
180	1110	B	1	H	2	80.0	80.0	2.30	–	–	0.0
180	1110	B	1	H	3	80.0	80.0	3.80	–	–	20.0
180	1110	B	1	H	4	22.0	22.0	4.72	–	–	12.5
180	1111	A	8	R	1	60.0	60.0	68.30	31.24	9.268	–
180	1111	A	8	R	2	58.5	58.5	69.79	38.21	17.831	–
180	1111	A	8	R	3	56.0	56.0	71.26	19.49	12.601	–
180	1111	A	8	R	1	101.5	101.5	68.72	–	–	25.0
180	1111	A	8	R	2	58.0	58.0	69.78	–	–	60.0
180	1111	A	8	R	3	73.5	73.5	71.44	–	–	70.0
180	1111	A	11	R	1	39.5	39.5	97.10	23.73	5.142	–
180	1111	A	11	R	1	44.0	44.0	97.14	–	–	40.0
180	1111	A	13	R	1	10.0	10.0	116.20	–	–	190.0
180	1111	A	13	R	1	40.0	40.0	116.50	–	–	95.0
180	1111	A	13	R	1	70.0	70.0	116.80	–	–	80.0
180	1111	A	13	R	1	90.0	90.0	117.00	–	–	55.0
180	1111	A	13	R	2	15.0	15.0	117.31	–	–	80.0
180	1111	A	13	R	2	55.0	55.0	117.71	–	–	62.5
180	1111	A	14	R	1	80.0	80.0	126.60	–	–	65.0
180	1111	A	14	R	1	25.0	25.0	126.05	–	–	175.0
180	1111	A	14	R	1	100.0	100.0	126.80	–	–	82.5
180	1111	A	14	R	1	130.0	130.0	127.10	–	–	100.0
180	1111	A	14	R	1	140.0	140.0	127.20	–	–	110.0
180	1111	A	14	R	2	20.0	20.0	127.50	–	–	82.5
180	1111	A	14	R	2	50.0	50.0	127.80	–	–	105.0
180	1111	A	14	R	2	80.0	80.0	128.10	–	–	120.0
180	1111	A	14	R	2	110.0	110.0	128.40	–	–	102.5
180	1111	A	14	R	2	140.0	140.0	128.70	–	–	87.5
180	1111	A	14	R	3	20.0	20.0	129.00	–	–	95.0
180	1111	A	14	R	3	50.0	50.0	129.30	–	–	127.5
180	1111	A	14	R	3	90.0	90.0	129.70	–	–	60.0
180	1111	A	15	R	1	40.0	40.0	135.80	–	–	90.0
180	1111	A	15	R	1	60.0	60.0	136.00	–	–	67.5
180	1111	A	15	R	1	80.0	80.0	136.20	–	–	65.0
180	1111	A	16	R	1	20.0	20.0	145.20	–	–	60.0
180	1111	A	16	R	1	40.0	40.0	145.40	–	–	60.0