From: Effectiveness of geocell wall, geogrid and micropile anchors for mitigation of unstable slopes
Modeling parameters | |
---|---|
Elastic Modulus | 15,000 kPa |
Poisson’s ratio | 0.3 |
Tensile strength | 5 kPa |
Friction angle | 30° |
Cohesion | 5 kPa |
Constitutive model | Mohr coulomb failure criterion |