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Question

In an unconfined compression test on a saturated clay, the undrained shear strength was found to be 6 t/m2. If a sample of the same soil is tested in an undrained condition in triaxial compression at a cell pressure of 20 t/m2, then the major principal stress at failure will be

A
48 t/m2
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B
32 t/m2
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C
24 t/m2
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D
12 t/m2
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Solution

The correct option is B 32 t/m2
Major principal stress in undrained test
= cell pressure + undrained shear stength ×2
=20+6×2=32 t/m2

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