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Reported Question / Answer
Q.) 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
1)
0.05 N/mm2 and 0°
2)
0.5 N/mm2 and 30°
3)
0.05 N/mm2 and 45°
4)
0.2 N/mm2 and 0°
5)
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