Cell Deviator Pore Stress Pressure pressure 200 kPa 400 kPa 600 kPa 117 kPa 242 kPa 367 kPa 110 kPa 174.5 kPa 239 kPa

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Compute the angle of internal friction. The results of a three consolidated undrained tri-axial test on saturated clay are as follows: 
a. 15.03°
b. 12.06°
c. 18.40°
d. 31.05°

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