Input parameters used in computation
| Compression index, λ: 0·2173 |
| Swelling index, κ: 0·0344 |
| Initial void ratio, e: 1·0 |
| Specific gravity of soil particle, Gs: 2·71 |
| Se-hardening model parameters: a, 10; ns, 1·2 |
| Initial saturation, Sr: 1·0 |
| Elasto-plastic constitutive model parameters, nE: 1·5 |
| Coefficient of permeability, kw: 6·94 × 10−4 cm/s |
| Coefficient of air permeability, ka: 6·94 × 10−2 cm/s |
| Amount of substance, Mm: 33·86 g/mol |
| Gas constant, R: 8·31 J/(K mol) |
| Temperature, T: 275·15 K |
| Henry’s law parameter, kh: 0·306 g/kPa |
| Compression index, |
| Swelling index, |
| Initial void ratio, |
| Specific gravity of soil particle, |
| Initial saturation, |
| Elasto-plastic constitutive model parameters, |
| Coefficient of permeability, |
| Coefficient of air permeability, |
| Amount of substance, |
| Gas constant, |
| Temperature, |
| Henry’s law parameter, |