the effective stress friction angle of a saturated cohesionless soil is 25 the ratio of
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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 0.781.
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Explanation:
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.
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