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Question

A cohesive soil has angle of shearing resistance and cohesive of 20 and 35 kN/m2 respectively. If a specimen of this soil is subjected to triaxial compression test, the total axial stress required for failure under a cell pressure of 150 kN/m2 is kPa.

A
406
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B
512
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C
716
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D
320
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Solution

The correct option is A 406
Given : ϕ=20

C=35 kN/m2

σ3=150 kN/m2

αf=45+202

=55

σ1=σ3 tan2αf+2c tan αf

σ1=150×tan255+2×35×tan 55

σ1=405.91 kPa

σ1=406 kPa

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