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1. A specimen of sandy subjected to a drained major and minor princi kg/cm2 and 0.5 kg/cm2 value of deviator stress sample of the same soi subjected to an all-arou kg/cm2? a. 2.01 kg/cm2 h 2 34 kg/cm2

1. A specimen of sandy subjected to a drained major and minor princi kg/cm2 and 0.5 kg/cm2 value of deviator stress sample of the same soi subjected to an all-arou kg/cm2? a. 2.01 kg/cm2 h 2 34 kg/cm2

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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1. A specimen of sandy silt, when subjected to a drained triaxial test failed at major and minor principal stress of 1.20 kg/cm2 and 0.5 kg/cm2 respectively. At what value of deviator stress would another sample of the same soil fail, if it were subjected to an all-around pressure of 0.75 kg/cm2? a. 2.01 kg/cm2 b.2.34 kg/cm2 c. 1.89 kg/cm2 d. 1.05 kg/cm2
Transcribed Image Text:1. A specimen of sandy silt, when subjected to a drained triaxial test failed at major and minor principal stress of 1.20 kg/cm2 and 0.5 kg/cm2 respectively. At what value of deviator stress would another sample of the same soil fail, if it were subjected to an all-around pressure of 0.75 kg/cm2? a. 2.01 kg/cm2 b.2.34 kg/cm2 c. 1.89 kg/cm2 d. 1.05 kg/cm2
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