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ompute the cohesion of the clay. The results of a three consolidated undrained tri-axial tests on a saturated clay are as follows :  a. 10.45 kPa b. 12.25 kPa c. 11.62 kPa d. 15.62 kPa

ompute the cohesion of the clay. The results of a three consolidated undrained tri-axial tests on a saturated clay are as follows :  a. 10.45 kPa b. 12.25 kPa c. 11.62 kPa d. 15.62 kPa

Structural Analysis
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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Compute the cohesion of the clay. The results of a three consolidated undrained tri-axial tests on a saturated clay are as follows : 
a. 10.45 kPa
b. 12.25 kPa
c. 11.62 kPa
d. 15.62 kPa

Cell Deviator Pore Pressure Stress Pressure 200 kPa 400 kPa 600 kPa 117 КРа 242 kPa 367 kPa 110 КРа 174.5 kPa 239 kPa
Transcribed Image Text:Cell Deviator Pore Pressure Stress Pressure 200 kPa 400 kPa 600 kPa 117 КРа 242 kPa 367 kPa 110 КРа 174.5 kPa 239 kPa
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