Q6): The effective shear strength equation of a saturated clayey soil can be as S=25+ o tan 30. In undrained test on a sample of the same soil using the Shear box apparatus the following data at failure were recorded: shear Stress=90 kPa and normal stress = 180 kPa. a): what was the pore water pressure in the specimen at the time of failure? b): Find the undrained compressive strength for the same soil when tested in unconfined compression test. c): Find the major principal stress when tested in UU test with confining pressure of 200 kPa.
Q6): The effective shear strength equation of a saturated clayey soil can be as S=25+ o tan 30. In undrained test on a sample of the same soil using the Shear box apparatus the following data at failure were recorded: shear Stress=90 kPa and normal stress = 180 kPa. a): what was the pore water pressure in the specimen at the time of failure? b): Find the undrained compressive strength for the same soil when tested in unconfined compression test. c): Find the major principal stress when tested in UU test with confining pressure of 200 kPa.
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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