A consolidated tri-axial test was conducted on a normally consolidated clay. The results were as follows: Chamber confining pressure = 326 kPa, Deviator stress = 414 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 = 326 kPa, Deviator stress = 414 kPa. Compute for the shear stress on the failure plane in kPa. Round off to two decimal places.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Shear Strength Of Soil
Section: Chapter Questions
Problem 10.20P
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A consolidated tri-axial test was conducted on a normally consolidated clay. The results were as follows: Chamber confining pressure = 326 kPa, Deviator stress = 414 kPa. Compute for the shear stress on the failure plane in kPa. Round off to two decimal places.
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