A cylindrical specimen of saturated soil failed under an axial vertical stress of
Answers
Answered by
87
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
Answered by
0
Answer:C= qu/2= 100×10^3/2×10^6=0.05N/mm^2
Explanation:
Similar questions