A consolidated-undrained triaxial test was conducted on a clay soil with a chamberconfining pressure of 270 kN/m2. Calculate the deviator stress and the pore waterpressure at failure. Given,  ‘= 36.4oand  = 21.7o. b) A consolidated-undrained triaxial test was conducted on a clay soil with a chamberconfining pressure of 270 kN/m². Calculate the deviator stress and the pore waterpressure at failure. Given, ø= 36.4° and ø = 21.7°.

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b) A consolidated-undrained triaxial test was conducted on a clay soil with a chamber confining pressure of 270 kN/m². Calculate the deviator stress and the pore water pressure at failure. Given, ø= 36.4° and ø = 21.7°.

b) A consolidated-undrained triaxial test was conducted on a clay soil with a chamber confining pressure of 270 kN/m². Calculate the deviator stress and the pore water pressure at failure. Given, ø= 36.4° and ø = 21.7°.

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 10.20P

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Concept explainers

Test for Determination of Shear Strength

The term shear strength is often associated with the soil. Shear strength is defined as the resistance to the deformation of soil particles due to the continuous action of shear stress. In short, shear strength is the maximum shear stress that a soil can sustain.

Question

A consolidated-undrained triaxial test was conducted on a clay soil with a chamber
confining pressure of 270 kN/m2
. Calculate the deviator stress and the pore water
pressure at failure. Given,  ‘= 36.4o
and  = 21.7o
.

b) A consolidated-undrained triaxial test was conducted on a clay soil with a chamber
confining pressure of 270 kN/m². Calculate the deviator stress and the pore water
pressure at failure. Given, ø= 36.4° and ø = 21.7°.

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