The results depicted in the figure below were obtained at failure in series of consolidated-undrained (CU) triaxial tests with pore water pressure measurements on specimens of a fully saturated over consolidated clay. T [kPa] 600 500 400 300 200 100 0 100 1) The clay total cohesion c is 2) The clay total friction angle is 3) The clay effective friction angle d' is 200 300 o [kPa] [Choose ] [Choose ] [Choose ] 400 <> <> 500 600

The results depicted in the figure below were obtained at failure in series of consolidated-undrained (CU) triaxial tests with pore water pressure measurements on specimens of a fully saturated over consolidated clay. T [kPa] 600 500 400 300 200 100 0 100 1) The clay total cohesion c is 2) The clay total friction angle is 3) The clay effective friction angle d' is 200 300 o [kPa] [Choose ] [Choose ] [Choose ] 400 <> <> 500 600

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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