10.11 A consolidated drained triaxial test was carried out on a normally con- solidated clay specimen with confining pressure of 75.0 kN/m². The deviator stress at failure was 96.0 kN/m². An identical specimen of the same clay was subjected to a consolidated undrained triaxial test, where the confining pressure is 150.0 kN/m². The deviator stress at failure was 115.0 kN/m². What would be the pore water pressure at failure?

10.11 A consolidated drained triaxial test was carried out on a normally con- solidated clay specimen with confining pressure of 75.0 kN/m². The deviator stress at failure was 96.0 kN/m². An identical specimen of the same clay was subjected to a consolidated undrained triaxial test, where the confining pressure is 150.0 kN/m². The deviator stress at failure was 115.0 kN/m². What would be the pore water pressure at failure?

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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