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Table T4. Values of in situ permeant properties, void ratio, and in situ hydraulic conductivity for sample depths at Sites C0002, C0006, and C0007.

Test
specimen 		Hole, core, section,
interval (cm) 		Depth
(m CSF) 		Temperature
(°C) 		In situ fluid properties   In situ values at P′c   In situ values at σ′vh
Density
(kg/m3) 		Viscosity
(10–3 Pa·s)
e* K (m/s) e† K (m/s)
  315-
MU-12 C0002B-10R-3, 8 553.80 24.2 1026 0.95 0.49 4.06E–11 0.53 6.43E–11
MU-13 C0002B-20R-3, 54 650.37 28.1 1025 0.87 0.51 2.38E–10 0.53 3.06E–10
MU-14 C0002B-31R-1, 126 752.26 32.1 1024 0.81 0.54 1.54E–10 0.57 2.80E–10
MU-15 C0002B-40R-3, 75 836.58 35.5 1023 0.75 0.60 1.33E–10 0.63 1.66E–10
MU-16 C0002B-47R-1, 38 900.88 38.1 1023 0.72 0.61 3.72E–10 0.61 3.98E–10
MU-17 C0002B-48R-6, 65 916.31 38.7 1022 0.71 0.69 8.14E–11 0.69 8.08E–11
MU-18 C0002B-49R-1, 113 920.63 38.9 1022 0.71 0.58 7.30E–11 0.63 1.25E–10
PSU-90 C0002B-17R-4, 8 622.99 27.0 1025 0.90 0.74 1.16E–10 0.78 1.63E–10
PSU-96 C0002B-28R-2, 8 724.24 31.0 1024 0.82 0.42 NA 0.46 NA
PSU-102 C0002B-28R-2, 8 724.24 31.0 1024 0.82 0.40 3.13E–11 0.46 5.40E–11
PSU-105 C0002B-41R-4, 8 846.83 35.9 1023 0.75 0.64 6.69E–11 0.67 8.61E–11
  316-
MU-19 C0006E-5H-1, 128 35.56 2.6 1028 1.65 0.57 1.13E–09 0.74 3.79E–09
MU-20 C0006E-16X-1, 113 89.96 4.1 1028 1.58 0.31 6.48E–10 0.43 2.01E–09
MU-21 C0006E-22X-6, 5 150.04 5.7 1028 1.51 0.44 4.07E–11 0.52 1.15E–10
MU-22 C0006E-26X-1, 126 183.50 6.6 1028 1.47 0.52 3.44E–11 0.65 9.88E–11
MU-23 C0006E-34X-3, 59 261.64 8.7 1028 1.39 0.38 1.79E–11 0.44 3.25E–11
MU-24 C0007C-3H-3, 104 32.64 2.5 1028 1.65 0.74 3.42E–10 0.78 4.25E–10
MU-25 C0007D-25R-2, 66 400.59 12.5 1028 1.26 0.81 3.55E–11 0.88 5.64E–11

* = value at intersection of P′c (SED method) under uniaxial loading path. † = value at intersection of in situ vertical hydrostatic effective stress. K is computed from values of intrinsic permeability, in situ fluid density, and in situ fluid viscosity. NA = not applicable.

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