Material parameters of saturated soils for numerical study
| Experimental data | γc | γφ | OCR | γ θ | γ k | γm | k | n | Rf |
|---|---|---|---|---|---|---|---|---|---|
| Guo (2014) | −0·37 | −0·10 | 1·0 | 0·31 | — | — | 34·00 | 0·70 | 0·74 |
| Cekerevac and Laloui (2004) | 0·19 | 0·03 | 1·0 | 0·02 | 4·08 | −0·11 | 93·86 | 0·41 | 0·79 |
| 1·2 | −0·09 | ||||||||
| 1·5 | 0·05 | ||||||||
| 2·0 | −0·04 | ||||||||
| 3·0 | 0·12 | ||||||||
| 6·0 | 0·29 |
| Experimental data | |||||||||
|---|---|---|---|---|---|---|---|---|---|
| −0·37 | −0·10 | 1·0 | 0·31 | — | — | 34·00 | 0·70 | 0·74 | |
| 0·19 | 0·03 | 1·0 | 0·02 | 4·08 | −0·11 | 93·86 | 0·41 | 0·79 | |
| 1·2 | −0·09 | ||||||||
| 1·5 | 0·05 | ||||||||
| 2·0 | −0·04 | ||||||||
| 3·0 | 0·12 | ||||||||
| 6·0 | 0·29 |
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