A consolidated un-drained triaxial test was performed on a specimen of saturated clay with a chamber pressure o, = 2.0-48,. At failure, kg cm G-0; = 2.8- cm? U=1,8 g cm? and the failure plane angle 0 = 57°. Calculate (1) the normal stress o and (2) shear stress t on the failure surface and (3) the maximum shear stress on the specimen.
A consolidated un-drained triaxial test was performed on a specimen of saturated clay with a chamber pressure o, = 2.0-48,. At failure, kg cm G-0; = 2.8- cm? U=1,8 g cm? and the failure plane angle 0 = 57°. Calculate (1) the normal stress o and (2) shear stress t on the failure surface and (3) the maximum shear stress on the specimen.
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 12.13P
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