4. The table shows the result of consolidated drained tri-axial tests with pore water pressure measurements for two identical samples and failure. Total Confining Pressure (as) Pore Pressure (p.) 15 Total Normal Stress at Sample Failure (a) 1 A C D 30 a. Compute the value of the undrained angle of friction. b. Compute the value of the undrained cohesion. c. Compute the value of the drained angle of friction. d. Compute the value of the drained cohesion.
4. The table shows the result of consolidated drained tri-axial tests with pore water pressure measurements for two identical samples and failure. Total Confining Pressure (as) Pore Pressure (p.) 15 Total Normal Stress at Sample Failure (a) 1 A C D 30 a. Compute the value of the undrained angle of friction. b. Compute the value of the undrained cohesion. c. Compute the value of the drained angle of friction. d. Compute the value of the drained cohesion.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:4. The table shows the result of consolidated drained tri-axial tests with pore water pressure measurements for two identical samples and failure.
Total Confining
Pressure (os)
Total Normal Stress at
Failure (0)
Pore Pressure
Sample
(p»)
15
30
1
A.
2
a. Compute the value of the undrained angle of friction.
b. Compute the value of the undrained cohesion.
c. Compute the value of the drained angle of friction.
d. Compute the value of the drained cohesion.
Problem Data:
Last Digit of
Student Number
A
в
D
6.
80
140
120
200
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