Discussion :: UPSC Civil Service Exam Questions
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For a partially saturated soil, Δu the increase in pore water pressure, when no drainage is permitted, is expressed as (where A and B are Skempton's pore pressure parameters and Δσ1 and Δσ3 are major and minor principal stress increments)
A.
Δu = B[Δσ3 + A(Δσ1 - Δσ3)]
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B.
Δu = A[Δσ3 + B(Δσ1 - Δσ3)]
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C.
Δu = Δσ3 + A(Δσ1 - Δσ3)]
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D.
Δu = Δσ3 + B(Δσ1 - Δσ3)]
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