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The same specimen was subjected to 'undrained' shear test by increasing the axial stress. It developed a positive pore pressure of 50 kPa at failure.
The same specimen was subjected to 'undrained' shear test by increasing the axial stress. It developed a positive pore pressure of 50 kPa at failure. Determine its shear strength
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An Introduction to Geotechnical Engineering
Authors: Robert D. Holtz, William D. Kovacs, Thomas C. Sheahan
2nd edition
132496348, 978-0132496346
