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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: kN 0₁ = 100- 2 m kN m² (80), = 410.6- Specimen 2: kN 0₁ = 50. m² (AG), = 384.37- kN 2 m Find the values of the cohesion c and the angle of internal friction 9.

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: kN 0₁ = 100- 2 m kN m² (80), = 410.6- Specimen 2: kN 0₁ = 50. m² (AG), = 384.37- kN 2 m Find the values of the cohesion c and the angle of internal friction 9.

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: kN 0₁ = 100- 2 m kN m (80), = 410.6- Specimen 2: kN 0₁ = 50. m² (AG), = 384.37- kN 2 m Find the values of the cohesion c and the angle of internal friction 9.
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: kN 0₁ = 100- 2 m kN m (80), = 410.6- Specimen 2: kN 0₁ = 50. m² (AG), = 384.37- kN 2 m Find the values of the cohesion c and the angle of internal friction 9.
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