Question-3:(a) In a consolidated drained triaxial test, a specimen of saturated sand failed under andeviator stress of 250 kN/m², when the cell pressure was 100 kN/m².i.Illustrate by drawing the Mohr circle for the failure stress condition.Solve for ø' and the theoretical inclination of the failure plane to theii.horizontal.iii.failure.iv.Solve for the shear stress on the failure plane and maximum shear stress atSolve for factor of safety with respect to shear strength on the plane ofmaximum shear stress?

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Question-3: (a) In a consolidated drained triaxial test, a specimen of saturated sand failed under an deviator stress of 250 kN/m², when the cell pressure was 100 kN/m². i. ji. Illustrate by drawing the Mohr circle for the failure stress condition. Solve for ' and the theoretical inclination of the failure plane to the horizontal. ii. Solve for the shear stress on the failure plane and maximum shear stress at failure. iv. Solve for factor of safety with respect to shear strength on the plane of

Question-3: (a) In a consolidated drained triaxial test, a specimen of saturated sand failed under an deviator stress of 250 kN/m², when the cell pressure was 100 kN/m². i. ji. Illustrate by drawing the Mohr circle for the failure stress condition. Solve for ' and the theoretical inclination of the failure plane to the horizontal. ii. Solve for the shear stress on the failure plane and maximum shear stress at failure. iv. Solve for factor of safety with respect to shear strength on the plane of

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter12: Shear Strength Of Soil

Section: Chapter Questions

Problem 12.13P

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