three samples of loose sand were tested under consolidated undrained conditions. test results are given below undrained angle of friction = 35 deviator stress = 260 kPa pore water pressure = 30 kpa a. determine the undrained confining pressure in kPa. round off to three decimal places b.determine the drained angle of friction in degress. round off to three decimal places c. determine the drained angle of inclination of failure plane in degree
three samples of loose sand were tested under consolidated undrained conditions. test results are given below undrained angle of friction = 35 deviator stress = 260 kPa pore water pressure = 30 kpa a. determine the undrained confining pressure in kPa. round off to three decimal places b.determine the drained angle of friction in degress. round off to three decimal places c. determine the drained angle of inclination of failure plane in degree
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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three samples of loose sand were tested under consolidated undrained conditions. test results are given below
undrained angle of friction = 35
deviator stress = 260 kPa
pore water pressure = 30 kpa
a. determine the undrained confining pressure in kPa. round off to three decimal places
b.determine the drained angle of friction in degress. round off to three decimal places
c. determine the drained angle of inclination of failure plane in degrees.
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