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Table 4 Material properties for modelling

From: Use of RCC pile, anchor bolt and geogrid for building construction on the unstable slope

Modeling Parameters

Red soil with phylite gravel mix

Elastic modulus

50000 Kpa

Poisson”s ratio

0.4

Tensile strength

4 Kpa

Friction angle

36

Cohesion

0.43

Constitutive model

Mohr coulomb failure criterion