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11.9 A consolidated drained triaxial test was conducted for a normally consoli- dated clay. Its consolidation pressure was 80 kPa and the deviatoric stress at failure was 135 kPa. Determine the effective angle of internal friction o' of the soil.

11.9 A consolidated drained triaxial test was conducted for a normally consoli- dated clay. Its consolidation pressure was 80 kPa and the deviatoric stress at failure was 135 kPa. Determine the effective angle of internal friction o' of the soil.

Structural Analysis
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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11.9 A consolidated drained triaxial test was conducted for a normally consoli- dated clay. Its consolidation pressure was 80 kPa and the deviatoric stress at failure was 135 kPa. Determine the effective angle of internal friction o' of the soil.
Transcribed Image Text:11.9 A consolidated drained triaxial test was conducted for a normally consoli- dated clay. Its consolidation pressure was 80 kPa and the deviatoric stress at failure was 135 kPa. Determine the effective angle of internal friction o' of the soil.
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