Consolid Example 3test ChyThe equation of effective stress failure envelope fornormally consolidated clayey soil is03000Tf = o'tan 27A drained triaxial test was conducted with the same soil atthe chamber confining pressure of 100 kN/m². Calculatethe deviator stress at failure (Answer: 166.3 kN/m²)

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Example 3 The equation of effective stress failure envelope for normally consolidated clayey soil is 107 lloaroo Tf = o'tan 27 A drained triaxial test was conducted with the same soil at the chamber confining pressure of 100 kN/m². Calculate the deviator stress at failure (Answer: 166.3 kN/m²) 03 (

Example 3 The equation of effective stress failure envelope for normally consolidated clayey soil is 107 lloaroo Tf = o'tan 27 A drained triaxial test was conducted with the same soil at the chamber confining pressure of 100 kN/m². Calculate the deviator stress at failure (Answer: 166.3 kN/m²) 03 (

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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PROBLEM The results of two triaxial shear tests on CH clay whose plasticity index is 50, unit weight 20kN/m³ are given below. Determine the shearing resistance of this clay at a depth of 15m by assuming (a) the clay is normally loaded(NL); and then (b) clay is overconsolidated(oC) TEST No 1 2 CELL PRESSURE(03)kPa 100 200 DEVIATOR STRESS (oa) 120 145
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In a drained triaxial test on consolidated clay the stress and angle are as follows : Deviator stress is 20 lb/in2 and friction angle 210 . calculate the effective confining pressure at failure.?
- The results of some drained triaxial tests on a clay soil are given below.Failure of each specimen was caused by increasing the axial stress while theradial stress was kept constant.(a) Determine ϕ for the soil(b) Determine Hvorslev’s parameter ϕc and ce at moisture content of 24.2,22.1, and 18.1%.
2. The results of a consolidated-drained triaxial test conducted on a normally consolidated clay are as follows: Chamber confining stress = 220 KPa Deviator stress at failure = 320 KPa (a) Angle of friction (b) Angle of failure (c) Normal and Shear stress on the failure plane Calculate:
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Shear Strentgh of the soil 2014
In a drained triaxial test on consolidated clay the stress and angle are as follows: Deviator stress is 20 lb/in2 and friction angle is 21°. Calculate the effective confining pressure at failure.? a) 21 lb/in2 b) 22.2 lb/in2 c) 25.4 lb/in 2 d) 17.9 lb/in2