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 : 4, = 15", c, =12 kPa, e=1.0, G, = 2.65. If there is a sudden drawdown of water in the canal and if Taylor's stability number for the reduced value of o, is 0.126, the factor of safety with respect to cohesion against the failure of 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 10
m below the ground surface. The soil properties
are : 4, =15°, c, = 12 kPa , e =1.0, G, = 2.65.
If there is a sudden drawdown of water
in the canal and if Taylor's stability
number for the reduced value of o, is
0.126, the factor of safety with respect to
cohesion against the failure of 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 10 m below the ground surface. The soil properties are : 4, =15°, c, = 12 kPa , e =1.0, G, = 2.65. If there is a sudden drawdown of water in the canal and if Taylor's stability number for the reduced value of o, is 0.126, the factor of safety with respect to cohesion against the failure of bank slopes will be
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