Soil type | Dry density (kg/m3) | Bulk modulus (MPa) | Shear modulus (MPa) | Friction angle (degree) | Cohesion (Pa) | Dilation angle (degree) | Tensile strength (Pa) |
---|---|---|---|---|---|---|---|
Rock | 2700 | 555.50003 | 416.6 | 33 | 10,000 | 0.0 | 1000 |
SM | 1980 | 30.30 | 25.60 | 32 | 0.0 | 0.0 | 0.0 |
CL-ML | 1880 | 16.670001 | 10.17 | 30 | 0.0 | 0.0 | 0.0 |
GW | 1700 | 78.43 | 53.20 | 38 | 0.0 | 0.0 | 0.0 |
Clay-MC | 1600 | 11.1111 | 3.703700 | 25 | 5000 | 0.0 | 0.0 |