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Three consolidated-undrained tri-axial tests were performed on samples retrieved from a 4 meter thick layer of saturated clay layer (ysat=20.7 kN/cubic meter. The top of the clay and the water level are at the ground surface. Results of these three tests are summarized in the following table: Test Chamber Pressure, o3 Deviator Stress, Aod Pore Pressure@Failure (kN/sq m) 80 (kN/sq m) 170 AU, (kN/sq m) -12 1) 2) 3) a. Determine graphically the Mohr-Coulomb effective shear strength parameters c' (in kN/sq m) and o' 155 300 -55 255 415 -85

Three consolidated-undrained tri-axial tests were performed on samples retrieved from a 4 meter thick layer of saturated clay layer (ysat=20.7 kN/cubic meter. The top of the clay and the water level are at the ground surface. Results of these three tests are summarized in the following table: Test Chamber Pressure, o3 Deviator Stress, Aod Pore Pressure@Failure (kN/sq m) 80 (kN/sq m) 170 AU, (kN/sq m) -12 1) 2) 3) a. Determine graphically the Mohr-Coulomb effective shear strength parameters c' (in kN/sq m) and o' 155 300 -55 255 415 -85

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Three consolidated-undrained tri-axial tests were performed on samples retrieved from a 4 meter thick layer of saturated clay layer (ysat=20.7 kN/cubic meter. The top of the clay and the water level are at the ground surface. Results of these three tests are summarized in the following table: Test Chamber Pressure, o3 Deviator Stress, Aod Pore Pressure@Failure AU, (kN/sq m) -12 (kN/sq m) (kN/sq m) 1) 2) 3) a. Determine graphically the Mohr-Coulomb effective shear strength parameters c' (in kN/sq m) and o’ 80 170 -55 -85 155 300 255 415
Transcribed Image Text:Three consolidated-undrained tri-axial tests were performed on samples retrieved from a 4 meter thick layer of saturated clay layer (ysat=20.7 kN/cubic meter. The top of the clay and the water level are at the ground surface. Results of these three tests are summarized in the following table: Test Chamber Pressure, o3 Deviator Stress, Aod Pore Pressure@Failure AU, (kN/sq m) -12 (kN/sq m) (kN/sq m) 1) 2) 3) a. Determine graphically the Mohr-Coulomb effective shear strength parameters c' (in kN/sq m) and o’ 80 170 -55 -85 155 300 255 415
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