Table 1 Calculation parameters of the geotechnical materials of the slope.
Materials | Density /kg∙m−3 | Modulus of elasticity /MPa | Poisson’s ratio | Cohesion /kPa | Internal friction angle /° |
---|---|---|---|---|---|
Plain soil | 1700 | 3 | 0.3 | 9.8 | 24 |
Alfalfa root–soil complex | 1756 | 3 | 0.3 | 12.5 | 27 |
Bedrock | 2987 | 6700 | 0.2 | 26.8 | 40 |