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°.

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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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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