2. The results of a consolidated-drained triaxial test conducted on a normally consolidated clay are as follows: Chamber confining stress = 220 KPa Deviator stress at failure = 320 KPa (a) Angle of friction (b) Angle of failure (c) Normal and Shear stress on the failure plane Calculate:
2. The results of a consolidated-drained triaxial test conducted on a normally consolidated clay are as follows: Chamber confining stress = 220 KPa Deviator stress at failure = 320 KPa (a) Angle of friction (b) Angle of failure (c) Normal and Shear stress on the failure plane Calculate:
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 10.19P
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![2. The results of a consolidated-drained triaxial test conducted on a normally consolidated
clay are as follows:
Chamber confining stress = 220 KPa
Deviator stress at failure = 320 KPa
(a) Angle of friction
(b) Angle of failure
(c) Normal and Shear stress on the failure plane
Calculate:](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6e6acf32-98a3-4179-a74e-b3295e38f40d%2Fe09303ef-6ce2-4a17-83bc-d89706e9edbb%2Fofhythv_processed.png&w=3840&q=75)
Transcribed Image Text:2. The results of a consolidated-drained triaxial test conducted on a normally consolidated
clay are as follows:
Chamber confining stress = 220 KPa
Deviator stress at failure = 320 KPa
(a) Angle of friction
(b) Angle of failure
(c) Normal and Shear stress on the failure plane
Calculate:
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