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Table T2. CRSC test conditions, specimen properties, and test results for samples from Sites C0011, C0012, and C0018.

Site, hole, core, section,
interval (cm) 		Top WR
depth (mbsf) 		Strain rate
(%/h) 		Ub
(kPa) 		Ho
 (mm) 		Cc cv
(m2/s) 		P′c (MPa) σ′vh
(MPa) 		OCR In situ condition
Casa-
grande 		SED Casa-
grande 		SED K (m/s) k (m2)
333-C0011D-4H-2, 122
51.64
0.50
204
25.40
1.12
3.27E–07
0.76
0.72
0.29
2.59
2.46
6.70E–10
1.17E–16
333-C0011D-20H-3, 0
176.83
0.50
204
23.06
2.27
9.60E–08
1.66
1.55
0.96
1.74
1.63
6.62E–10
8.35E–17
333-C0011D-28X-1, 73
215.73
0.60
200
23.52
1.45
1.09E–07
2.12
2.60
1.16
1.82
2.24
4.58E–10
4.48E–17
333-C0011D-33X-5, 59
251.37
0.60
200
23.98
1.96
3.31E–08
2.64
2.70
1.36
1.94
1.98
1.34E–10
2.11E–17
333-C0011D-36X-8, 56
275.02
0.60
200
19.68
2.70
2.00E–08
2.57
2.60
1.54
1.67
1.70
5.69E–11
6.53E–18
322-C0011B-3R-4, 120
362.59
0.50
204
24.40
0.92
2.38E–08
3.85
3.94
2.21
1.74
1.78
6.97E–11
7.15E–18
333-C0011D-49X-5, 60
364.80
0.60
200
24.74
1.78
2.65E–08
5.29
4.79
2.23
2.37
2.15
8.33E–10
5.08E–17
322-C0011B-11R-2, 70
433.60
0.50
204
24.40
0.80
1.60E–08
5.05
5.24
2.82
1.79
1.86
8.90E–12
6.08E–19
322-C0011B-15R-4, 104
473.75
0.50
204
24.40
0.69
2.33E–08
5.75
5.71
3.14
1.83
1.82
4.51E–11
2.47E–18
322-C0011B-19R-6, 0
495.61
0.50
204
23.40
0.46
1.46E–08
5.75
5.88
3.35
1.72
1.76
4.93E–12
3.13E–19
322-C0011B-26R-5, 106
554.74
0.50
204
22.35
0.52
1.49E–08
6.73
7.27
3.89
1.73
1.87
8.73E–12
6.16E–19
322-C0011B-30R-1, 32
580.72
0.30
204
25.40
0.52
2.03E–08
9.52
9.52
4.12
2.31
2.31
3.69E–12
2.11E–19
322-C0011B-36R-4, 115
637.77
0.30
200
25.40
0.46
1.29E–08
6.08
6.51
4.66
1.30
1.40
1.16E–11
5.01E–19
322-C0011B-39R-6, 45
669.20
0.30
200
24.53
0.46
2.94E–08
7.76
8.33
4.95
1.57
1.68
9.30E–12
4.59E–19
322-C0011B-46R-2, 10
712.71
0.30
201
23.42
0.50
1.54E–08
11.37
11.08
5.36
2.12
2.07
2.99E–12
1.57E–19
322-C0011B-51R-1, 122
748.62
0.30
201
25.27
0.31
2.00E–08
8.72
8.99
5.73
1.52
1.57
7.66E–12
5.84E–19
333-C0012C-6H-2, 60
44.52
0.80
200
25.40
1.94
2.54E–07
0.50
0.47
0.21
2.41
2.26
1.38E–08
3.03E–15
333-C0012C-10H-1, 105
80.05
0.70
200
23.59
1.30
2.69E–08
1.61
1.45
0.39
4.08
3.68
1.24E–10
2.49E–17
322-C0012A-8R-3, 3
114.35
0.50
204
23.75
1.23
2.13E–08
1.66
1.57
0.60
2.74
2.61
5.01E–11
8.39E–18
333-C0012D-10H-2, 89
168.23
0.60
200
23.84
1.12
9.38E–09
3.07
3.06
0.97
3.18
3.16
8.65E–12
1.40E–18
322-C0012A-17R-2, 19
198.39
0.50
200
24.13
0.80
1.22E–08
3.50
3.43
1.18
2.98
2.91
4.84E–11
8.29E–18
322-C0012A-20R-5, 20
229.44
0.50
200
24.08
0.66
1.14E–08
5.29
4.82
1.42
3.72
3.39
3.84E–12
3.65E–19
322-C0012A-24R-1, 30
263.50
0.50
204
25.40
0.66
1.12E–08
3.87
4.39
1.71
2.27
2.57
2.00E–10
1.70E–16
322-C0012A-26R-2, 100
284.61
0.50
200
21.94
0.51
9.52E–09
6.06
6.65
1.89
3.20
3.51
1.88E–12
7.35E–19
322-C0012A-27R-4, 0
293.46
0.50
201
25.40
0.57
1.18E–08
4.45
4.51
1.96
2.27
2.30
5.57E–11
5.10E–18
322-C0012A-31R-4, 46
331.53
0.50
204
25.40
0.54
1.38E–08
4.84
5.31
2.26
2.14
2.35
2.81E–11
7.14E–18
322-C0012A-42R-3, 20
434.66
0.50
205
22.78
0.42
1.95E–08
7.33
8.25
3.17
2.31
2.60
4.16E–12
4.45E–19
333-C0018A-7H-6, 0
59.27
0.55
200
25.40
0.59
1.27E–06
0.59
0.51
0.33
1.82
1.57
1.41E–09
3.33E–16
333-C0018A-11H-11, 0
99.73
0.60
200
25.40
0.58
7.80E–07
0.54
0.44
0.57
0.95
0.76
1.51E–09
1.52E–16
333-C0018A-17H-6, 20
150.01
0.65
200
24.16
0.60
3.78E–07
1.28
1.03
0.92
1.39
1.12
3.47E–10
4.85E–17
333-C0018A-20H-6, 126
170.36
0.65
200
23.85
0.42
2.48E–07
1.08
0.93
1.08
1.01
0.86
2.55E–10
2.61E–17
333-C0018A-27T-2, 38
219.84
0.65
204
24.10
0.54
1.60E–07
2.19
1.94
1.48
1.48
1.31
1.23E–10
2.07E–17
333-C0018A-36X-8, 35
311.12
0.65
200
24.38
0.47
1.64E–07
2.61
2.38
2.26
1.16
1.05
1.37E–10
1.47E–17

WR = whole round. Cc and cv are based on uniaxial stress path, which may differ from actual loading path. Hydraulic conductivity (K) computed from values of intrinsic permeability plus in situ fluid density and viscosity at temperature of burial depth. k from intersection point of P′c using SED method, under uniaxial loading path.

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