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Table T3. Summary of consolidation results for silty claystones, Sites C0011 and C0012.

Core, section,
interval (cm)
σ′vh
(MPa)
Pc
(MPa)
OCR
ePc
e-log(K) fit
ki
(m2)
322-C0011B-
5R-4, 85–105 2.82 2.32 1.22 1.0000 log(K) = 5.1012e–14.841, R2 = 0.95 1.8 × 10–17
28R-1, 0–17 4.00 log(K) = 3.2946e–14.315, R2 = 0.96
35R-5, 67–87 4.58 5.62 1.23 0.8008 log(K) = 11.361e–19.554, R2 = 0.96 3.5 × 10–18
51R-2, 48–58 5.73 11.78 2.06 0.5517 log(K) = 9.1200e–17.100, R2 = 0.96 8.5 × 10–20
322-C0012A-
41R-2, 0–18 3.10 7.77 2.51 0.8729 log(K) = 6.2011e–16.560, R2 = 0.95 7.1 × 10–19

σ′vh = in situ hydrostatic vertical effective stress, Pc = maximum past effective stress, OCR = overconsolidation ratio, ePc = in situ void ratio, e-log (K) = curve fit, ki = in situ intrinsic permeability. — = no data.

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