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3. (35) A consolidated-drained triaxial test was conducted on an overconsolidated clay sample. The sample failed in test
Posted: Mon May 16, 2022 12:06 pm
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- 3 35 A Consolidated Drained Triaxial Test Was Conducted On An Overconsolidated Clay Sample The Sample Failed In Test 1 (270.06 KiB) Viewed 47 times
3. (35) A consolidated-drained triaxial test was conducted on an overconsolidated clay sample. The sample failed in test 1 at 01=200 kPa and 63=130 kPa, and in test 2 at 01=400 kPa and 03=290 kPa. Determine the undrained and drained friction angles and cohesion for the assumption that the Skempton's pore water pressure parameter A=0.45. Also, for a CU test on the same soil, determine 01, 01', 03', and excess pore water pressure u for 03=340 kPa.