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
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Hydraulic Conductivity
Section: Chapter Questions
Problem 6.17CTP
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