Summary of the parameters used for model validation
| Layer | Thickness: m | γ: kN/m3 | e 0 | k h/k v: 10−6 cm/s | m v: MPa−1 | c′: kPa | φ′: ° |
|---|---|---|---|---|---|---|---|
| Clayey soil | 2·5–3·0 | 19·1 | 0·801 | 7·50/7·90 | 0·189 | 0 | 24 |
| Silt | 2·0–3·9 | 17·3 | 1·312 | 0·91/0·25 | 0·681 | 0 | 20 |
| Silt clayey soil | 15·0–16·5 | 17·1 | 1·290 | 0·10/0·11 | 0·483 | 0 | 22 |
| Clayey soil | 18·5–23·2 | 18·9 | 0·788 | 7·22/7·61 | 0·145 | 0 | 25 |
| Layer | Thickness: m | ||||||
|---|---|---|---|---|---|---|---|
| Clayey soil | 2·5–3·0 | 19·1 | 0·801 | 7·50/7·90 | 0·189 | 0 | 24 |
| Silt | 2·0–3·9 | 17·3 | 1·312 | 0·91/0·25 | 0·681 | 0 | 20 |
| Silt clayey soil | 15·0–16·5 | 17·1 | 1·290 | 0·10/0·11 | 0·483 | 0 | 22 |
| Clayey soil | 18·5–23·2 | 18·9 | 0·788 | 7·22/7·61 | 0·145 | 0 | 25 |
γ, unit weight; e 0, void ratio; k h/k v, coefficient of permeability in horizontal and vertical directions; m v, coefficient of volume compressibility; c′, effective cohesion; φ′, effective friction angle
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