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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