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Two identical soil specimen were tested in a triaxial apparatus. First specimen failed at a deviator stress of 770 kN/m2 when the cell

Two identical soil specimen were tested in a triaxial apparatus. First specimen failed at a deviator stress of 770 kN/m2 when the cell

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 identical soil specimen were tested in a triaxial apparatus. First specimen failed at a deviator stress of 770 kN/m2 when the cell pressure was 200 kN/m2. Second specimen failed at a deviator stress of 1370 kN/m² under a cell pressure of 400kN/m2. Determine the value of 'C' and 'O' analytically. If the same soil is tested in a direct shear apparatus with a normal stress of 600 kN/ m², estimate the shear stress at failure.
Transcribed Image Text:Two identical soil specimen were tested in a triaxial apparatus. First specimen failed at a deviator stress of 770 kN/m2 when the cell pressure was 200 kN/m2. Second specimen failed at a deviator stress of 1370 kN/m² under a cell pressure of 400kN/m2. Determine the value of 'C' and 'O' analytically. If the same soil is tested in a direct shear apparatus with a normal stress of 600 kN/ m², estimate the shear stress at failure.
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