A= 25B= 75C= 5D= 45E= 85F= 8 Problem 4. The table below shows the data for the series of test in a consolidated undrained test of the sample.Test12Chamber pressureA kPaВ КРаС КРаD kPaE КРаF kPaDeviator stressPore water pressurea. Determine the angle of internal friction for undrained conditionb. Determine the cohesion at undrained condition.c. Determine the angle of internal friction for drained conditiond. .Determine the cohesion at drained condition.

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a. Determine the angle of internal friction for undrained condition b. Determine the cohesion at undrained condition. c. Determine the angle of internal friction for drained condition d. .Determine the cohesion at drained condition.

a. Determine the angle of internal friction for undrained condition b. Determine the cohesion at undrained condition. c. Determine the angle of internal friction for drained condition d. .Determine the cohesion at drained condition.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.10P

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Question

A= 25

B= 75

C= 5

D= 45

E= 85

F= 8

Problem 4. The table below shows the data for the series of test in a consolidated undrained test of the sample.
Test
1
2
Chamber pressure
A kPa
В КРа
С КРа
D kPa
E КРа
F kPa
Deviator stress
Pore water pressure
a. Determine the angle of internal friction for undrained condition
b. Determine the cohesion at undrained condition.
c. Determine the angle of internal friction for drained condition
d. .Determine the cohesion at drained condition.

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