= b) For a normally consolidated clay, given o = 20° and d' = 28°. If a CU triaxial test is conducted with the same soil
Posted: Thu Apr 28, 2022 3:37 pm
= 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?