Tutorial question No.1 The results of a consolidated-drained triaxial test conducted on normally consolidated clay, are as follows: Chamber confining stress = 250 kPa Deviator stress at failure = 350 kPa a) Calculate the angle of friction of the soil sample. b) Calculate the shear stress on the failure plane.

Tutorial question No.1 The results of a consolidated-drained triaxial test conducted on normally consolidated clay, are as follows: Chamber confining stress = 250 kPa Deviator stress at failure = 350 kPa a) Calculate the angle of friction of the soil sample. b) Calculate the shear stress on the failure plane.

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter11: Compressibility Of Soil

Section: Chapter Questions

Problem 11.4P

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