A canal having side slopes 1:1 is proposed to be constructed in a cohesive soil to a depth of 10m below the ground surface. The soil properties are , = 15°, c, = 12 kPa, e = 1.0, G = 2.65. %3D %3D 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

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A canal having side slopes 1:1 is proposed to be
constructed in a cohesive soil to a depth of 10m below
the ground surface. The soil properties are , = 15°, c,
= 12 kPa, e = 1.0, G = 2.65.
%3D
%3D
%3D
%3D
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
Transcribed Image Text:A canal having side slopes 1:1 is proposed to be constructed in a cohesive soil to a depth of 10m below the ground surface. The soil properties are , = 15°, c, = 12 kPa, e = 1.0, G = 2.65. %3D %3D %3D %3D 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
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