b) The results of two drained triaxial tests on a saturated clay are given here: Specimen I: Chamber confining pressure = 190 kN/m2 Deviator stress at failure = 210 kN/m² Specimen II: Chamber confining pressure = 360 kN/m? Deviator stress at failure = 400 kN/m2 Calculate the shear strength parameters of the soil.
b) The results of two drained triaxial tests on a saturated clay are given here: Specimen I: Chamber confining pressure = 190 kN/m2 Deviator stress at failure = 210 kN/m² Specimen II: Chamber confining pressure = 360 kN/m? Deviator stress at failure = 400 kN/m2 Calculate the shear strength parameters of the soil.
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 12.17P
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![b) The results of two drained triaxial tests on a saturated clay are given here:
Specimen I: Chamber confining pressure = 190 kN/m?
Deviator stress at failure = 210 kN/m?
Specimen II: Chamber confining pressure = 360 kN/m?
Deviator stress at failure = 400 kN/m?
Calculate the shear strength parameters of the soil.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5459d827-89ce-42eb-91b9-9a841cd7b37e%2Fc4bd2981-eb97-4fb5-90e9-f1b1a0675635%2F3l9bn9i_processed.png&w=3840&q=75)
Transcribed Image Text:b) The results of two drained triaxial tests on a saturated clay are given here:
Specimen I: Chamber confining pressure = 190 kN/m?
Deviator stress at failure = 210 kN/m?
Specimen II: Chamber confining pressure = 360 kN/m?
Deviator stress at failure = 400 kN/m?
Calculate the shear strength parameters of the soil.
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