For a normally consolidated clay specimen, the results of a drained triaxial test are as follows: • Chamber-confining pressure = 125 kN/m² Deviator stress at failure = 175 kN/m² Determine the soil friction angle, o
For a normally consolidated clay specimen, the results of a drained triaxial test are as follows: • Chamber-confining pressure = 125 kN/m² Deviator stress at failure = 175 kN/m² Determine the soil friction angle, o
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 10.9P
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Tri-Axial Test
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follows:
• Chamber-confining pressure = 125 kN/m²
Deviator stress at failure = 175 kN/m²
Determine the soil friction angle, o"
Transcribed Image Text:For a normally consolidated clay specimen, the results of a drained triaxial test are as
follows:
• Chamber-confining pressure = 125 kN/m²
Deviator stress at failure = 175 kN/m²
Determine the soil friction angle, o
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