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
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
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.26P
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Question
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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