A fine sand sample undergoes consolidated undrained test. A confinement pressure of 40 kN/m² was placed on the sample. The sample was subjected to a deviator stress of 60 kN/m². A pore water pressure of 20 kN/m² was observed during the whole test. Determine the following: a) Total stress b) Effective stress c) Angle of the failure plane on the test d) Effective angle of the failure plane
A fine sand sample undergoes consolidated undrained test. A confinement pressure of 40 kN/m² was placed on the sample. The sample was subjected to a deviator stress of 60 kN/m². A pore water pressure of 20 kN/m² was observed during the whole test. Determine the following: a) Total stress b) Effective stress c) Angle of the failure plane on the test d) Effective angle of the failure plane
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 10.19P
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A fine sand sample undergoes consolidated undrained test. A confinement pressure of 40 kN/m² was placed on the sample. The sample was subjected to a deviator stress of 60 kN/m². A pore water pressure of 20 kN/m² was observed during the whole test. Determine the following: a) Total stress b) Effective stress c) Angle of the failure plane on the test d) Effective angle of the failure plane
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