the effective stress friction angle of a saturated cohesionless soil is 25 the ratio of shear stress to normal effective stress on the failure plane is
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Friction angle = tan -1 (shearstree/normal stress).
Therefore ratio of shear stress to normal effective stress on the failure plane is= tan 250=0.466.Keeping in view that; the effective stress friction angle of a saturated cohesionless soil is 25.
The ratio of shear stress to normal effective stress on the failure plane is 0.466.
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