The results of two consolidated-undrained triaxial tests on anover-consolidated clay soil are as follows:Test Numbero1U (all in kPa)0311906535234013060Determine the total (C/o) and effective (C'/o') strengthparameters in kPa (C) and angle degrees ().

For test number 1-σ1=190kPaσ3=65kPaFor test number 2-σ1=340 kPaσ3= 130 kPaFor total C and ϕ…

The results of two consolidated-undrained triaxial tests on an over-consolidated clay soil are as follows: Test Number o1 03 U (all in kPa) 190 65 35 2 340 130 60 Determine the total (C/o) and effective (C'/o') strength parameters in kPa (C) and angle degrees (4).

The results of two consolidated-undrained triaxial tests on an over-consolidated clay soil are as follows: Test Number o1 03 U (all in kPa) 190 65 35 2 340 130 60 Determine the total (C/o) and effective (C'/o') strength parameters in kPa (C) and angle degrees (4).

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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Concept explainers

Test for Determination of Shear Strength

The term shear strength is often associated with the soil. Shear strength is defined as the resistance to the deformation of soil particles due to the continuous action of shear stress. In short, shear strength is the maximum shear stress that a soil can sustain.

Question

The results of two consolidated-undrained triaxial tests on an
over-consolidated clay soil are as follows:
Test Number
o1
U (all in kPa)
03
1
190
65
35
2
340
130
60
Determine the total (C/o) and effective (C'/o') strength
parameters in kPa (C) and angle degrees ().

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