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Table T2. Results from laboratory permeability tests and grain size analyses, Sites U1417 and U1418.
|
Core, section
|
Top depth (mbsf)
|
Shipboard porosity
|
Estimated in situ effective stress (MPa)
|
Effective stress during testing (MPa)
|
B-test results
|
Porosity during testing
|
Number of flow tests
|
k (m2)
|
k SD (m2)
|
Sand
(>63 µm) (wt%)
|
Silt (wt%)
|
Clay
(<4 µm) (wt%)
|
|
341-U1417D-
|
|
43X-3
|
276.54
|
0.53
|
2.1
|
0.17
|
0.9
|
0.51
|
3
|
5.23E-18
|
8.69E-20
|
8
|
54.4
|
37.6
|
|
43X-3
|
276.54
|
0.53
|
2.1
|
0.38
|
0.9
|
0.50
|
3
|
4.84E-18
|
4.89E-20
|
8
|
54.4
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37.6
|
|
|
54X-2
|
375.48
|
0.59
|
2.8
|
0.38
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0.96
|
0.55
|
3
|
2.58E-17
|
4.85E-18
|
1
|
17.7
|
81.3
|
|
341-U1417E-
|
|
15R-1
|
478.82
|
0.57
|
3.7
|
0.17
|
0.93
|
0.55
|
3
|
1.49E-16
|
5.26E-18
|
6
|
25.7
|
68.3
|
|
15R-1
|
478.82
|
0.57
|
3.7
|
0.55
|
0.93
|
0.55
|
3
|
1.44E-16
|
7.91E-18
|
6
|
25.7
|
68.3
|
|
25R-1
|
574.75
|
0.44
|
4.6
|
0.17
|
0.91
|
0.37
|
4
|
1.90E-18
|
6.76E-20
|
2
|
37.4
|
60.6
|
|
25R-1
|
574.75
|
0.44
|
4.6
|
0.38
|
0.91
|
0.36
|
3
|
1.76E-18
|
5.42E-20
|
2
|
37.4
|
60.6
|
|
39R-7
|
707.11
|
0.50
|
5.8
|
0.14
|
0.94
|
0.49
|
3
|
5.13E-18
|
4.24E-19
|
0
|
36.5
|
63.6
|
|
39R-7
|
707.11
|
0.50
|
5.8
|
0.41
|
0.94
|
0.48
|
3
|
4.31E-18
|
7.45E-20
|
0
|
36.5
|
63.6
|
|
341-U1418D-
|
|
33X-3
|
260.27
|
0.44
|
2.2
|
0.17
|
NT
|
0.37
|
3
|
8.61E-18
|
2.90E-19
|
0
|
37.8
|
62.2
|
|
33X-3
|
260.27
|
0.44
|
2.2
|
0.38
|
NT
|
0.36
|
3
|
8.58E-18
|
3.39E-19
|
0
|
37.8
|
62.2
|
|
341-U1418F-
|
|
14R-1
|
377.8
|
0.45
|
3.3
|
0.17
|
0.93
|
0.40
|
3
|
9.54E-18
|
4.43E-19
|
8
|
33.7
|
58.3
|
|
14R-1
|
377.8
|
0.45
|
3.3
|
0.38
|
0.93
|
0.39
|
3
|
8.77E-18
|
2.77E-19
|
8
|
33.7
|
58.3
|
|
24R-1
|
474.8
|
0.43
|
4.2
|
0.14
|
0.93
|
0.42
|
3
|
1.77E-17
|
7.47E-19
|
0
|
29.9
|
70.1
|
|
24R-1
|
474.8
|
0.43
|
4.2
|
0.41
|
0.93
|
0.39
|
3
|
1.26E-17
|
5.27E-19
|
0
|
29.9
|
70.1
|
|
34R-5
|
577.8
|
0.42
|
5.1
|
0.17
|
0.97
|
0.38
|
3
|
7.22E-18
|
1.90E-19
|
2
|
30.4
|
67.6
|
|
34R-5
|
577.8
|
0.42
|
5.1
|
0.38
|
0.97
|
0.37
|
3
|
6.63E-18
|
1.81E-19
|
2
|
30.4
|
67.6
|
|
44R-4
|
673.16
|
0.40
|
6.0
|
0.24
|
0.90
|
0.37
|
4
|
6.20E-18
|
2.08E-18
|
27
|
18.5
|
54.5
|
|
44R-4
|
673.16
|
0.40
|
6.0
|
0.52
|
0.90
|
0.34
|
4
|
4.78E-18
|
1.84E-18
|
27
|
18.5
|
54.5
|
|
55R-2
|
775.69
|
0.39
|
7.0
|
0.10
|
0.90
|
0.38
|
3
|
5.19E-18
|
5.65E-20
|
0
|
29
|
71
|
|
55R-2
|
775.69
|
0.39
|
7.0
|
0.52
|
0.90
|
0.34
|
4
|
3.31E-18
|
6.80E-19
|
0
|
29
|
71
|
Estimated in situ effective stress was computed using bulk density values from the sites and assuming hydrostatic pore pressures. The testing effective stress was computed as the confining pressure minus the average of the pressures measured at the top and bottom pump. k = hydraulic conductivity, SD = standard deviation. NT = not tested.
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