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Table 1 Modeling parameters

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