Table T2. Summary of permeability results from constant rate of strain consolidation experiments, Site C0012.
| Core, section |
Depth (mbsf) |
Test number |
Specimen orientation |
Porosity (%) |
k (m2) | kv/kh | σvh′ (kPa) |
σv′max (kPa) |
Lithologic unit |
|---|---|---|---|---|---|---|---|---|---|
| 322-C0012A- | |||||||||
| 8R-3 | 115.44 | CRS073 | Vertical | 60.4 | 1.12E–17 | 0.67 | 570 | 2765 | I |
| 8R-3 | 115.50 | CRS074 | Horizontal | 61.0 | 1.66E–17 | 570 | 2543 | I | |
| 14R-3 | 170.72 | CRS082 | Vertical | 56.8 | 6.55E–18 | 0.99 | 868 | 4116 | II |
| 14R-3 | 170.77 | CRS083 | Horizontal | 55.6 | 6.63E–18 | 868 | 4014 | II | |
| 23R-2 | 255.23 | CRS085 | Vertical | 48.1 | 2.54E–18 | 0.38 | 1323 | 4123 | III |
| 23R-2 | 255.31 | CRS086 | Horizontal | 48.2 | 6.65E–18 | 1323 | 4119 | III | |
σvh′ = effective vertical stress assuming hydrostatic condition, σv′max = maximum consolidation stress.
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