Q3) A consolidated un drained triaxial test was performed on a specimen of saturated claywith a cell pressure o3 = 20kN/m?: at failure , o1. 03 = 28 KN/m² , u =18KN/m² and thefailure angle of 0 =50°, find the following :- 1) the shear stresses(, &t ) acting on thefailure plane and draw free body diagram for stresses acting on the specimen . 2) themaximum shear stress acting on the specimen.

Given data Confining stress = 20 kpa Deviator stress = 28 kpa Failure angle = 50°

Q3) A consolidated un drained triaxial test was performed on a specimen of saturated clay with a cell pressure o3 = 20kN/m?: at failure , ơ1. 03 = 28 KN/m2 , u =18KN/m² and the failure angle of e =50°, find the following :- 1) the shear stresses(o, &t) acting on the failure plane and draw free body diagram for stresses acting on the specimen .2) the maximum shear stress acting on the specimen.

Q3) A consolidated un drained triaxial test was performed on a specimen of saturated clay with a cell pressure o3 = 20kN/m?: at failure , ơ1. 03 = 28 KN/m2 , u =18KN/m² and the failure angle of e =50°, find the following :- 1) the shear stresses(o, &t) acting on the failure plane and draw free body diagram for stresses acting on the specimen .2) the maximum shear stress acting on the specimen.

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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