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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The results of two drained triaxial tests on a saturated clay are given next: Specimen 1: Chamber confining pressure = 15 lb/in.? Deviator stress at failure = 31.4 lb/in.? Specimen II: Chamber-confining pressure = 25 lb/in.? Deviator stress at failure = 47 lb/in.? Calculate the shear strength parameters of the soil.
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