Table 18.

Table T18. Shear and compressive strength data, Sites 1110 and 1111.

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
9.27
--

180
1111
A
8
R
2
58.5
58.5
69.79
38.21
17.83
--

180
1111
A
8
R
3
56.0
56.0
71.26
19.49
12.60
--

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
5.14
--

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
117.30
--
--
80.0

180
1111
A
13
R
2
55.0
55.0
117.70
--
--
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
126.10
--
--
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

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	9.27	--
180	1111	A	8	R	2	58.5	58.5	69.79	38.21	17.83	--
180	1111	A	8	R	3	56.0	56.0	71.26	19.49	12.60	--
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	5.14	--
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	117.30	--	--	80.0
180	1111	A	13	R	2	55.0	55.0	117.70	--	--	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	126.10	--	--	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

Notes: This table is also available in ASCII format in the ASCII TABLES directory. No strength data were collected from Sites 1112 and 1113.