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Question
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 friction for the soil are respectively______________________?
Options:
A .  0.5 N/mm2 and 30°
B .  0.05 N/mm2 and 0°
C .  0.2 N/mm2 and 0°
D .  0.05 N/mm2 and 45°
Answer: Option B
NO EXPLANATION IS AVAILABLE FOR THIS QUESTION!

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