A dry sand specimen is put through a triaxial test. The cell pressure is 50kPa and the deviator stress at failure is 100kPa, the angle of internal friction for the sand specimen is
A
15o
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B
30o
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C
37o
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D
45o
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Solution
The correct option is B30o For sand cohesion, c=0 σ1=σ3NΦ NΦ=tan2(45+Φ2) σ1=100+50=150kPa σ3=50kPa Now, 150=50NΦ ⇒NΦ=3 ⇒tan(45+Φ2)=√3 ⇒45+Φ2=60o ⇒Φ=30o