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Two similar clay soil samples were pre-consolidated in triaxial equipment with a chamber pressure of 600 kN/m². Consolidated-drained triaxial tests were conducted on these two specimens. The following are the results of the tests: Specimen 1: Specimen 2: kN 0; = 100 m2 kN 0; = 50 m? (Ao,),= kN 410.6- ,kN (Ao.), = 384.37- m Shear stress KN/m? Normal stress 50 100 434.37 510.6 kN/m2 Find the values of the cohesion e and the angle of internal friction p.

Two similar clay soil samples were pre-consolidated in triaxial equipment with a chamber pressure of 600 kN/m². Consolidated-drained triaxial tests were conducted on these two specimens. The following are the results of the tests: Specimen 1: Specimen 2: kN 0; = 100 m2 kN 0; = 50 m? (Ao,),= kN 410.6- ,kN (Ao.), = 384.37- m Shear stress KN/m? Normal stress 50 100 434.37 510.6 kN/m2 Find the values of the cohesion e and the angle of internal friction p.

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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Two similar clay soil samples were pre-consolidated in triaxial equipment with a chamber pressure of 600 kN/m². Consolidated-drained triaxial tests were conducted on these two specimens. The following are the results of the tests: Specimen 1: Specimen 2: kN 0; = 100 m2 kN 0; = 50 m? (Ao,),= kN 410.6- ,kN (Ao.), = 384.37- m Shear stress KN/m? Normal stress 50 100 434.37 510.6 kN/m2 Find the values of the cohesion e and the angle of internal friction p.
Transcribed Image Text:Two similar clay soil samples were pre-consolidated in triaxial equipment with a chamber pressure of 600 kN/m². Consolidated-drained triaxial tests were conducted on these two specimens. The following are the results of the tests: Specimen 1: Specimen 2: kN 0; = 100 m2 kN 0; = 50 m? (Ao,),= kN 410.6- ,kN (Ao.), = 384.37- m Shear stress KN/m? Normal stress 50 100 434.37 510.6 kN/m2 Find the values of the cohesion e and the angle of internal friction p.
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