Soil material properties for numerical analysis
| Layer | Unit weight | Elastic modulus | Poisson's ratio | Cohesion | Internal friction | ||
|---|---|---|---|---|---|---|---|
| Type | Depth: m | γ: kN/m3 | E: MPa | Einc *: MPa/m | ν | c: kPa | Φ: deg |
| Fill | 0–4·5 | 18·0 | 22·8 | — | 0·3 | — | 30 |
| Deposit | 4·5–7·5 | 19·0 | 34·8 | 11·2 | 0·3 | — | 35 |
| Weathered soil | 7·5–8·0 | 20·0 | 51·6 | 248·4 | 0·3 | 10 | 33 |
| Weathered rock | 8·0–15·0 | 21·0 | 450·0 | — | 0·28 | 50 | 39 |
| Layer | Unit weight | Elastic modulus | Poisson's ratio | Cohesion | Internal friction | ||
|---|---|---|---|---|---|---|---|
| Type | Depth: m | Φ: deg | |||||
| Fill | 0–4·5 | 18·0 | 22·8 | — | 0·3 | — | 30 |
| Deposit | 4·5–7·5 | 19·0 | 34·8 | 11·2 | 0·3 | — | 35 |
| Weathered soil | 7·5–8·0 | 20·0 | 51·6 | 248·4 | 0·3 | 10 | 33 |
| Weathered rock | 8·0–15·0 | 21·0 | 450·0 | — | 0·28 | 50 | 39 |
Einc, increment of stiffness per unit of depth.
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