sample of dry soil is subject to a nd is found to have an angle of f o 29° and a minor principal stress

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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SITUATION 2:
A sample of dry soil is subject to a tri-axial test
and is found to have an angle of friction equal
to 29° and a minor principal stress of 150 kPa.
8. Determine the deviator stress of failure of
the soil sample.
a. 282.309 kPa
b. 186.556 kPa
c. 1046.36 kPa
d. 141.155 kPa
9. The value of major principal stress óf failure.
b. 366.556 kPa
d. 432,309 kPa
a. 291.155 kPa
c. 1196.36 kPa
10. The normal stress when the soil where
shear occurs on the failure plane is most likely
equal to:
a. 282.998 kPa
c. 222.721 kPa
b. 272.721 kPa
d. 232.998 kPa
Transcribed Image Text:SITUATION 2: A sample of dry soil is subject to a tri-axial test and is found to have an angle of friction equal to 29° and a minor principal stress of 150 kPa. 8. Determine the deviator stress of failure of the soil sample. a. 282.309 kPa b. 186.556 kPa c. 1046.36 kPa d. 141.155 kPa 9. The value of major principal stress óf failure. b. 366.556 kPa d. 432,309 kPa a. 291.155 kPa c. 1196.36 kPa 10. The normal stress when the soil where shear occurs on the failure plane is most likely equal to: a. 282.998 kPa c. 222.721 kPa b. 272.721 kPa d. 232.998 kPa
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