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Table T2. CRSC test conditions, specimen properties, and results for samples from Sites C0002, C0006, and C0007.

Test specimen
Hole, core, section,
interval (cm)
Depth
(m CSF)
Strain
rate
(%/h)
ub
(kPa)
e
(initial)*
e
(initial)†
H0
(mm)
Diameter
(mm)
Cc
Cv
P′c Casagrande
(kPa)
P′c SED
(kPa)
P′vh
(kPa)
OCR Casagrande
OCR SED
k (m2)‡
k (m2)∗∗
  315-
MU-12 C0002B-10R-3, 8 553.80 0.50 410 0.75 0.74 16.50 41.4 0.642 3.91E–08 6,664 6,818 4,041 1.65 1.69 3.83E–18 6.07E–18
MU-13 C0002B-20R-3, 54 650.37 0.50 413 0.66 0.68 22.00 41.4 0.477 6.94E–07 7,949 8,224 4,853 1.64 1.69 2.07E–17 2.66E–17
MU-14 C0002B-31R-1, 126 752.26 0.50 414 0.63 0.62 25.40 41.4 0.390 3.96E–07 11,959 12,310 5,831 2.05 2.11 1.24E–17 2.25E–17
MU-15 C0002B-40R-3, 75 836.58 0.50 414 0.74 0.65 24.10 41.4 0.540 3.28E–07 12,029 12,402 6,648 1.81 1.87 10.00E–18 1.24E–17
MU-16 C0002B-47R-1, 38 900.88 0.50 414 0.68 0.67 23.00 41.4 0.519 6.96E–08 13,019 12,928 7,260 1.79 1.78 2.67E–17 2.85E–17
MU-17 C0002B-48R-6, 65 916.31 0.50 413 0.76 0.74 25.30 41.4 0.600 4.24E–08 14,475 14,222 7,404 1.95 1.92 5.76E–18 5.72E–18
MU-18 C0002B-49R-1, 113 920.63 0.50 414 0.71 0.72 22.40 41.4 0.780 1.38E–07 14,055 15,604 7,444 1.89 2.10 5.15E–18 8.84E–18
PSU-90 C0002B-17R-4, 8 622.99 0.23 300 1.16 0.95 20.02 36.6 NA 9.76E–07 NA NA 5,562 NA NA 1.03E–17 1.45E–17
PSU-96 C0002B-28R-2, 8 724.24 0.23 300 0.61 0.66 20.06 36.6 0.483 NA 12,540 13,200 5,547 2.26 2.38 NA NA
PSU-102 C0002B-28R-2, 8 724.24 0.23 300 0.53 0.66 20.04 36.6 0.462 1.22E–07 12,492 14,437 5,547 2.25 2.60 2.56E–18 4.42E–18
PSU-105 C0002B-41R-4, 8 846.83 0.23 300 0.80 0.68 21.07 36.6 0.589 1.88E–07 14,603 15,886 6,746 2.16 2.35 4.98E–18 6.41E–18
  316-
MU-19 C0006E-5H-1, 128 35.56 0.50 201 0.89 0.92 24.40 41.4 0.335 2.67E–06 2,610 2,448 285 9.14 8.58 1.85E–16 6.20E–16
MU-20 C0006E-16X-1, 113 89.96 0.50 202 0.70 0.83 24.40 41.4 0.273 4.66E–06 3,329 3,719 756 4.41 4.92 1.02E–16 3.15E–16
MU-21 C0006E-22X-6, 5 150.04 0.50 201 0.82 0.66 24.40 41.4 0.271 1.57E–07 3,261 3,518 1,301 2.51 2.71 6.08E–18 1.71E–17
MU-22 C0006E-26X-1, 126 183.50 0.50 204 0.87 0.62 24.40 41.4 0.418 1.38E–07 5,404 5,431 1,625 3.33 3.34 5.01E–18 1.44E–17
MU-23 C0006E-34X-3, 59 261.64 0.50 205 0.68 0.65 24.40 41.4 0.278 1.33E–07 4,938 5,067 2,387 2.07 2.12 2.46E–18 4.47E–18
MU-24 C0007C-3H-3, 104 32.64 0.50 202 0.88 0.86 24.38 41.4 0.236 1.10E–07 534 573 264 2.02 2.17 5.61E–17 6.97E–17
MU-25 C0007D-25R-2, 66 400.59 0.50 205 0.96 0.94 24.40 41.4 0.761 4.86E–08 10,447 10,321 3,812 2.74 2.71 4.42E–18 7.02E–18

* = measured from trimmings of whole-round samples. † = from shipboard MAD data for closest interval. ‡ = from n – log k curve at value of P′c (SED method) under uniaxial loading path. ** = from n – log k curve at value of in situ vertical hydrostatic effective stress. Cc and Cv are based on uniaxial stress path, which may differ from actual loading path. NA = not applicable.

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