Two consolidated-drained triaxial tests were performed on specimens of the same clay, with the following results at
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Two consolidated-drained triaxial tests were performed on specimens of the same clay, with the following results at failure:
Test 1: σ'1 = 73.4 psi, σ'3 = 26.6 psi
Test 2: σ'1 = 48.0 psi, σ'3 = 12.0 psi
Determine the effective Mohr-Coulomb failure envelope (∅' and c) based on these test results.
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Related Book For
An Introduction to Geotechnical Engineering
ISBN: 978-0132496346
2nd edition
Authors: Robert D. Holtz, William D. Kovacs, Thomas C. Sheahan
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