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civil engineering soil mechanics and foundation engineering
1. Coulomb's wedge theory assumes that
(A): all the above.
(B): back fill is dry, cohesionless, homogeneous and isotropic
(C): position and direction of the resultant earth pressure, are known
(D): sliding wedge itself acts as a rigid body and the value of earth pressure is obtained by considering the limiting equilibrium of the wedge
(E): slip surface is the plane which passes through the heel of the wall
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