Common Data for Questions 10.9 and 10.10: A canal having side slopes 1:1 is proposed to be constructed in a cohesive soil to a depth of 10 m below the ground surface. The soil properties are = 15°, c = 12 kPa, e = 1.0, G₂ = 2.65.v 10.9 If Taylor's Stability Number, S, is 0.08 and if the canal flows full, the factor of safety with respect to cohesion against failure of the canal bank slopes will be 09.01 (a) 3.7 (b) 1.85 (c) 1.0 (d) None of these [2003: 2 Marks] 10.10 If there is a sudden drawdown of water in the canal and if Taylor's Stability Number for the reduced value ofw is 0.126, the factor of safety with respect to W cohesion against the failure of bank slopes will be

Common Data for Questions 10.9 and 10.10: A canal having side slopes 1:1 is proposed to be constructed in a cohesive soil to a depth of 10 m below the ground surface. The soil properties are = 15°, c = 12 kPa, e = 1.0, G₂ = 2.65.v 10.9 If Taylor's Stability Number, S, is 0.08 and if the canal flows full, the factor of safety with respect to cohesion against failure of the canal bank slopes will be 09.01 (a) 3.7 (b) 1.85 (c) 1.0 (d) None of these [2003: 2 Marks] 10.10 If there is a sudden drawdown of water in the canal and if Taylor's Stability Number for the reduced value ofw is 0.126, the factor of safety with respect to W cohesion against the failure of bank slopes will be

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Note:Format should not be hand written.
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