A consolidated-drained triaxial test was conducted on a normally consolidated clay. The results are as follows: • 03 = 16 lb/in. (Ao a) = 25 lb/in. Determine a. Angle of friction, d'
A consolidated-drained triaxial test was conducted on a normally consolidated clay. The results are as follows: • 03 = 16 lb/in. (Ao a) = 25 lb/in. Determine a. Angle of friction, d'
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-drained triaxial test was conducted on a normally consolidated clay.
The results are as follows:
• 03 = 16 lb/in.
• (Aoa) = 25 lb/in.
Determine
a. Angle of friction, d'](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc66aa5b0-be81-43c1-93a8-ab6e1dc361b0%2Fcc0aa3da-c4b1-4b71-8ae3-8f8df42a9c52%2Fe5xmvd_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A consolidated-drained triaxial test was conducted on a normally consolidated clay.
The results are as follows:
• 03 = 16 lb/in.
• (Aoa) = 25 lb/in.
Determine
a. Angle of friction, d'
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