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
Note: This table is also available in ASCII format.