A canal having side slope 1 to 1 is proposed to be constructed in a cohesive soil to a depth of 5 m below ground surface. The soil properties are given below: Oa = 15°, C, = 12 kN/m², e = 1, G, = 2.65 Also for 0, = 15°, B = 45°, S̟ = 0.08, and for = 6.8°, B = 45°, S, = 0.126 The factor of safety with respect to cohesion against failure of the bank slopes when there is a sudden drawdown of water in the canal will be

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A canal having side slope 1 to1 is proposed to be constructed in a cohesive soil to a depth of 5 m below ground surface. The soil
properties are given below:
Oa = 15°, C, = 12 kN/m², e = 1, G, = 2.65
Also for ¢, = 15°, ß = 45°, S̟ = 0.08,
and for o = 6.8°, B = 45°, S̟ = 0.126
The factor of safety with respect to cohesion against failure of the bank slopes when there is a sudden drawdown of water in the canal
will be
Transcribed Image Text:A canal having side slope 1 to1 is proposed to be constructed in a cohesive soil to a depth of 5 m below ground surface. The soil properties are given below: Oa = 15°, C, = 12 kN/m², e = 1, G, = 2.65 Also for ¢, = 15°, ß = 45°, S̟ = 0.08, and for o = 6.8°, B = 45°, S̟ = 0.126 The factor of safety with respect to cohesion against failure of the bank slopes when there is a sudden drawdown of water in the canal will be
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