An infinite soil slope with an inclination of 35∘ is subjected to seepage parallel to its surface. The soil has C' = 100kN/m2 and ϕ′=30∘. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle is

An infinite soil slope with an inclination of 35∘ is subjected to se

1.	An infinite soil slope with an inclination of 35∘ is subjected to seepage parallel to its surface. The soil has C' = 100kN/m2 and ϕ′=30∘. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle is
Answer» An infinite soil slope with an inclination of $35^{\circ}$ is subjected to seepage parallel to its surface. The soil has C' = $100 k N / m^{2}$ and $ϕ^{'} = 30^{\circ}$ . Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle is

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An infinite soil slope with an inclination of 35∘ is subjected to seepage parallel to its surface. The soil has C' = 100kN/m2 and ϕ′=30∘. Using the concept of mobilized cohesion and friction, at a factor of safety of 1.5 with respect to shear strength, the mobilized friction angle is

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