Table T3. Summary of consolidation results for silty claystones, Sites C0011 and C0012.
|
Core, section,
interval (cm) |
σ′vh
(MPa)
|
P′c
(MPa) |
OCR
|
eP′c
|
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, P′c = maximum past effective stress, OCR = overconsolidation ratio, eP′c = in situ void ratio, e-log (K) = curve fit, ki = in situ intrinsic permeability. — = no data.
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