For a triaxial shear test conducted on a sand specimen at a confining pressure of 100kN/m2 under

Описание: For a triaxial shear test conducted on a sand specimen at a confining pressure of 100kN/m2 under drained conditions, resulted in a deviator stress (σ1 – σ3) at failure of 100kN/m2 The angle of shearing resistance of the soil would be



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