Research Article
The Unsaturated Hydromechanical Coupling Model of Rock Slope Considering Rainfall Infiltration Using DDA
Table 2
Mechanical parameters of rocks.
| | Name | Density
(kg·m−3) | Elastic module (GPa) | Cohesion
(MPa) | Internal friction angle (°) | Poisson ratio |
| | Rock | 2 500 | 12.0 | 2.045 | 45.08 | 0.24 | | Fault | | | 1.032 | 35.06 | |
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