- A C U Triaxial Test Was Conducted On A Sand Sample At The Failure Moment The Confining Pressure Was 400 Kpa Determine 1 (72.95 KiB) Viewed 25 times
A C-U triaxial test was conducted on a sand sample. At the failure moment, the confining pressure was 400 kPa. Determine
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A C-U triaxial test was conducted on a sand sample. At the failure moment, the confining pressure was 400 kPa. Determine
A C-U triaxial test was conducted on a sand sample. At the failure moment, the confining pressure was 400 kPa. Determine the following • The friction angle o in term of total stress • The friction angle d' in term of effective stress • The angle of the failure plane formed with the major principal stress plane The effective normal and shear stresses on the failure plane (o'n, o'n) • Skempton's pore pressure factor at failure, A . C-U TEST 800 700 600 500 Deviator Stress (61-63) or Pore pressure, U, (kPa) 400 300 200 100 Deviator stress Pore pressure 0 0.0 2.0 4.0 6.0 8.0 10 12 14 16 Axial strain, %