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Portions of the time histories of deviator stress and axial strain from a stres triaxial test are shown below. Compute the secant shear modulus and dampi specimen. Assuming that the soil is saturated and its response is consister criteria, estimate the maximum shear modulus of the soil. 100 Deviator stress

Portions of the time histories of deviator stress and axial strain from a stres triaxial test are shown below. Compute the secant shear modulus and dampi specimen. Assuming that the soil is saturated and its response is consister criteria, estimate the maximum shear modulus of the soil. 100 Deviator stress

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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3 6.4 Portions of the time histories of deviator stress and axial strain from a stress-controlled cyclic triaxial test are shown below. Compute the secant shear modulus and damping ratio of the test specimen. Assuming that the soil is saturated and its response is consistent with the Masing criteria, estimate the maximum shear modulus of the soil. 100 0.5 Deviator stress Time Deviator stress-kPa 0 -100 Axial strain Figure P6.4 0 Axial strain - % -0.5
Transcribed Image Text:3 6.4 Portions of the time histories of deviator stress and axial strain from a stress-controlled cyclic triaxial test are shown below. Compute the secant shear modulus and damping ratio of the test specimen. Assuming that the soil is saturated and its response is consistent with the Masing criteria, estimate the maximum shear modulus of the soil. 100 0.5 Deviator stress Time Deviator stress-kPa 0 -100 Axial strain Figure P6.4 0 Axial strain - % -0.5
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