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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