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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/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.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
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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