The same sand as in Problem 12.8 is tested in a direct shear apparatus under a normal
Question:
The same sand as in Problem 12.8 is tested in a direct shear apparatus under a normal pressure of 390 kPa. The specimen fails when a shear stress of 260 kPa is reached. Determine the major and minor principal stresses at failure and the angle of shearing resistance. Plot the Mohr diagram.
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Plot 390 260 and draw failure envelope assuming c 0 Extend perpendicular line to x axis to lo...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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