7.4 A normally consolidated clay is consolidated under a triaxial chamber con- fining pressure of 495 kN/m² and = 29°. In a Rendulic-type diagram, draw the stress path the specimen would follow if sheared to failure in a drained condition in the following ways: (a) By increasing the axial stress and keeping the radial stress constant. (b) By reducing the axial stress and keeping the axial stress constant. (c) By increasing the axial stress and keeping the radial stress such that of + 20 =const. (d) By reducing the axial stress and keeping the radial stress constant. (e) By increasing the radial stress and keeping the axial stress constant. By reducing the axial stress and increasing the radial stress such that o +20: <=const.
7.4 A normally consolidated clay is consolidated under a triaxial chamber con- fining pressure of 495 kN/m² and = 29°. In a Rendulic-type diagram, draw the stress path the specimen would follow if sheared to failure in a drained condition in the following ways: (a) By increasing the axial stress and keeping the radial stress constant. (b) By reducing the axial stress and keeping the axial stress constant. (c) By increasing the axial stress and keeping the radial stress such that of + 20 =const. (d) By reducing the axial stress and keeping the radial stress constant. (e) By increasing the radial stress and keeping the axial stress constant. By reducing the axial stress and increasing the radial stress such that o +20: <=const.
Introduction to Chemical Engineering Thermodynamics
8th Edition
ISBN:9781259696527
Author:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Publisher:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Chapter1: Introduction
Section: Chapter Questions
Problem 1.1P
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Transcribed Image Text:7.4 A normally consolidated clay is consolidated under a triaxial chamber con-
fining pressure of 495 kN/m² and = 29°. In a Rendulic-type diagram, draw the
ở
stress path the specimen would follow if sheared to failure in a drained condition
in the following ways:
(a) By increasing the axial stress and keeping the radial stress constant.
(b) By reducing the axial stress and keeping the axial stress constant.
(c) By increasing the axial stress and keeping the radial stress such that o+
20² =const.
(d) By reducing the axial stress and keeping the radial stress constant.
(e) By increasing the radial stress and keeping the axial stress constant.
By reducing the axial stress and increasing the radial stress such that
o+20=const.
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