A consolidated tri-axial test was conducted on a normally consolidated clay. The results were as follows: Chamber confining pressure = 303 kPa, Deviator stress = 425 kPa. Compute for the shear stress on the failure plane in kPa. Round off to two decimal places.
A consolidated tri-axial test was conducted on a normally consolidated clay. The results were as follows: Chamber confining pressure = 303 kPa, Deviator stress = 425 kPa. Compute for the shear stress on the failure plane in kPa. Round off to two decimal places.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter12: Shear Strength Of Soil
Section: Chapter Questions
Problem 12.18P
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A consolidated tri-axial test was conducted on a normally consolidated clay. The results were as follows: Chamber confining pressure = 303 kPa, Deviator stress = 425 kPa. Compute for the shear stress on the failure plane in kPa. Round off to two decimal places.
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