Engineering, 08.07.2021 08:20 raeleemae
An undisturbed soil sample, 110 mm in diameter and 220 mm in height, was tested in a triaxial machine. The sample sheared under an additional axial load of 3.35 kN with a vertical deformation of 21 mm. The failure plane was inclined at 50° to the horizontal and the cell pressure was 300kN/m2.
(i) Draw the Mohr circle diagram representing the above stress conditions
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An undisturbed soil sample, 110 mm in diameter and 220 mm in height, was tested in a triaxial machin...
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