A CD axial compression triaxial test on a normally consolidated clay failed along a clearly defined failure
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A CD axial compression triaxial test on a normally consolidated clay failed along a clearly defined failure plane of 54°. The cell pressure during the test was 220 kPa. Estimate ∅', the maximum principal stress ratio and the principal stress difference at failure.
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54 45 2 18 o 1 3 tan 2 4...View the full answer
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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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