A canal 6m deep runs through a soil having cu = 18 kN/ m², u = 10°, e = 0.8 and G = 2.72. The angle of slope of a bank is 45°. Determine the factor of safety with respect to cohesion when the canal is full upto the top of the banks. If the sudden drawdown takes place upto the bed level of the canal, what will be the factor of safety? For ß angle of slope bank = 45° = 10° stability number = 0.108 Фи u = 4.88° stability number = 0.137
A canal 6m deep runs through a soil having cu = 18 kN/ m², u = 10°, e = 0.8 and G = 2.72. The angle of slope of a bank is 45°. Determine the factor of safety with respect to cohesion when the canal is full upto the top of the banks. If the sudden drawdown takes place upto the bed level of the canal, what will be the factor of safety? For ß angle of slope bank = 45° = 10° stability number = 0.108 Фи u = 4.88° stability number = 0.137
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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