Problem 6. The table shows the result of consolidated undrained tri-axial tests with pore water measurements for two identical samples at failure. Trial 1 Confining Pressure (kPa) | Total Normal Stress (kPa) Pore Pressure (kPa) C A 2 D E F a. Compute the undrained angle of friction. b. Compute the value of undrained cohesion. c. Compute the drained angle of friction. d. Compute the value of drained cohesion.
Problem 6. The table shows the result of consolidated undrained tri-axial tests with pore water measurements for two identical samples at failure. Trial 1 Confining Pressure (kPa) | Total Normal Stress (kPa) Pore Pressure (kPa) C A 2 D E F a. Compute the undrained angle of friction. b. Compute the value of undrained cohesion. c. Compute the drained angle of friction. d. Compute the value of drained cohesion.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A - 100
B- 160
C- 15
D - 150
E- 250
F- 30
Transcribed Image Text:Problem 6. The table shows the result of consolidated undrained tri-axial tests with pore water measurements for
two identical samples at failure.
Confining Pressure (kPa) Total Normal Stress (kPa)
Pore Pressure (kPa)
C
Trial
A
F
a. Compute the undrained angle of friction.
b. Compute the value of undrained cohesion.
c. Compute the drained angle of friction.
d. Compute the value of drained cohesion.
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