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 soilproperties are given below:Oa = 15°, C, = 12 kN/m², e = 1, G, = 2.65Also for ¢, = 15°, ß = 45°, S̟ = 0.08,and for o = 6.8°, B = 45°, S̟ = 0.126The factor of safety with respect to cohesion against failure of the bank slopes when there is a sudden drawdown of water in the canalwill be

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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

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter3: Weight–volume Relationships

Section: Chapter Questions

Problem 3.24P

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