Table 3.

Physical properties for numerical analysis of structural experiments (ground)

ItemInitial shear stiffness: MPaShear strength: MPaWeight per unit volume: kgf/cm3Relative density: %Cohesive strength: MPaFriction angle: degShear zone: cm
Clay600.50.00175500.055.00.5
Sand17050.00151500.007133.70.5
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