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
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
Chapter2: Loads On Structures
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Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fed29c0fb-191c-4bc1-8e39-8a968d3f6ccd%2F8bbbf160-89ce-4060-93bb-de7bc400d47f%2Fgcorlef_processed.jpeg&w=3840&q=75)
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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