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A consolidated undrained triaxial test was conducted on a normally consolidated clay. Following are the results of the test: • Cell or Chamber pressure = 200+X kN/m? • Deviator stress at failure = 300+X kN/m? X = 13 a) Determine the consolidated undrained friction angle b) What is the pore water pressure developed in the clay specimen at the end of stage 1 of the test (i.e. consolidation)? c) What is the angle e that the failure plane makes with major principal plane? d) Determine the normal stress and shear stress on the failure plane

A consolidated undrained triaxial test was conducted on a normally consolidated clay. Following are the results of the test: • Cell or Chamber pressure = 200+X kN/m? • Deviator stress at failure = 300+X kN/m? X = 13 a) Determine the consolidated undrained friction angle b) What is the pore water pressure developed in the clay specimen at the end of stage 1 of the test (i.e. consolidation)? c) What is the angle e that the failure plane makes with major principal plane? d) Determine the normal stress and shear stress on the failure plane

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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A consolidated undrained triaxial test was conducted on a normally consolidated clay. Following are the results of the test: • Cell or Chamber pressure = 200+X kN/m? • Deviator stress at failure = 300+X kN/m? X = 13 a) Determine the consolidated undrained friction angle b) What is the pore water pressure developed in the clay specimen at the end of stage 1 of the test (i.e. consolidation)? c) What is the angle 0 that the failure plane makes with major principal plane? d) Determine the normal stress and shear stress on the failure plane
Transcribed Image Text:A consolidated undrained triaxial test was conducted on a normally consolidated clay. Following are the results of the test: • Cell or Chamber pressure = 200+X kN/m? • Deviator stress at failure = 300+X kN/m? X = 13 a) Determine the consolidated undrained friction angle b) What is the pore water pressure developed in the clay specimen at the end of stage 1 of the test (i.e. consolidation)? c) What is the angle 0 that the failure plane makes with major principal plane? d) Determine the normal stress and shear stress on the failure plane
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