1.

A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfmed. The failure plane was inclined to the horizontal plane at an angle of 45°.The values of cohesion and angle of internal fri

A. 0.05 N/mm2 and 0°
B. 0.5 N/mm2 and 30°
C. 0.05 N/mm2 and 45°
D. 0.2 N/mm2 and 0°
Answer» B. 0.5 N/mm2 and 30°


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