Question
3) The following results are yielded from consolidated undrained (CU) triaxial tests on undisturbed saturated clay specimens. Estimate (graphically) the shear strength parameters c' and Ø' of the tested clay. Test no. A B C Chamber pressure, 03 (kPa) 100 175 250 Deviator stress at failure, Δσ (kPa) 100 200 250 Pore wat
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