= b) For a normally consolidated clay, given o = 20° and d' = 28°. If a CU triaxial test is conducted with the same soil
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= b) For a normally consolidated clay, given o = 20° and d' = 28°. If a CU triaxial test is conducted with the same soil
= b) For a normally consolidated clay, given o = 20° and d' = 28°. If a CU triaxial test is conducted with the same soil with the all-around confining pressure of 140 kPa. What would be the pore water pressure at failure?
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