2- A three-axis compression test has been performed on the clay sample, which has been comprehensively and normally strengthened to a stress of 300 kPa and a specific volume of 200. The values of q and volumetric strain are measured at axial strain of 0, 2 and percent (rupture). The value of N is equal to 300 and Landa is equal to 0.2. Draw a diagram of all- round stress on the initial all-round stress in terms of slicing on the initial all-round stress:.

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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2- A three-axis compression test has been
performed on the clay sample, which has been
comprehensively and normally strengthened to a
stress of 300 kPa and a specific volume of 200.
The values of q and volumetric strain are
measured at axial strain of 0, 2 and percent
(rupture). The value of N is equal to 300 and
Landa is equal to 0.2. Draw a diagram of all-
round stress on the initial all-round stress in
terms of slicing on the initial all-round stress:.
Transcribed Image Text:2- A three-axis compression test has been performed on the clay sample, which has been comprehensively and normally strengthened to a stress of 300 kPa and a specific volume of 200. The values of q and volumetric strain are measured at axial strain of 0, 2 and percent (rupture). The value of N is equal to 300 and Landa is equal to 0.2. Draw a diagram of all- round stress on the initial all-round stress in terms of slicing on the initial all-round stress:.
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