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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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°
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