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Three clay samples from the same layer were tested using a soil triaxial cell Consolidated Undrained test with Pore Pressure measurement. The results at failure are given in Table 1. Determine, by graphical methods, the stress parameters c and , and the effective stress parameters c' and ', for this particular clay. Table 1. Triaxial Test data. Soil Sample A B C Cell pressure 03 (kPa) 200 300 400 Deviator stress 01-03 (kPa) 244 314 384 Pore pressure u (kPa) 55 107 159

Three clay samples from the same layer were tested using a soil triaxial cell Consolidated Undrained test with Pore Pressure measurement. The results at failure are given in Table 1. Determine, by graphical methods, the stress parameters c and , and the effective stress parameters c' and ', for this particular clay. Table 1. Triaxial Test data. Soil Sample A B C Cell pressure 03 (kPa) 200 300 400 Deviator stress 01-03 (kPa) 244 314 384 Pore pressure u (kPa) 55 107 159

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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(a) Three clay samples from the same layer were tested using a soil triaxial cell Consolidated Undrained test with Pore Pressure measurement. The results at failure are given in Table 1. Determine, by graphical methods, the stress parameters c and , and the effective stress parameters c' and ', for this particular clay. Table 1. Triaxial Test data. Soil Sample A B C Cell pressure 03 (kPa) 200 300 400 Deviator stress 01-03 (kPa) 244 314 384 Pore pressure u (kPa) 55 107 159
Transcribed Image Text:(a) Three clay samples from the same layer were tested using a soil triaxial cell Consolidated Undrained test with Pore Pressure measurement. The results at failure are given in Table 1. Determine, by graphical methods, the stress parameters c and , and the effective stress parameters c' and ', for this particular clay. Table 1. Triaxial Test data. Soil Sample A B C Cell pressure 03 (kPa) 200 300 400 Deviator stress 01-03 (kPa) 244 314 384 Pore pressure u (kPa) 55 107 159
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