Research Article
Model Experimental Study on Stress Transfer and Redistribution in a Clay Landslide under Surcharge Load
Table 1
Physical and mechanical parameters of the model test materials.
| Name | Unit weight | Cohesion | Friction angle | Young’s modulus | Poisson’s ratio | (kN/m3) | (kPa) | (°) | (MPa) |
| Slide bed | 24.5 | 3470 | 14.4 | 2.1 × 104 | 0.15 | Soils | 19.4 | 15.0 | 22.0 | 2.5 | 0.35 |
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