A consolidated-drained triaxial test on a sand yields the results:All-around confining pressure = σ3 = 30 lb/in2Added axial stress at failure = Δσ = 96 lb/in2Determine the shear stress parameters (i.e., Φ' and c')

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Chapter2: Geotechnical Properties Of Soil
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Problem 2.22P
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A consolidated-drained triaxial test on a sand yields the results:
All-around confining pressure = σ3 = 30 lb/in2
Added axial stress at failure = Δσ = 96 lb/in2
Determine the shear stress parameters (i.e., Φ' and c')

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