A consolidated-undrained triaxial test on a specimen of saturated clay was carried out under an all-round pressure of 600 kPa. Consolidation took place against a back pressure of 200 kPa. The following results were recorded during the test. Draw the effective and total stress paths on p'-p an p – q space, respectively. 01-03 (kPa) 158 279 319 u (kPa) 200 277 388 433

A consolidated-undrained triaxial test on a specimen of saturated clay was carried out under an all-round pressure of 600 kPa. Consolidation took place against a back pressure of 200 kPa. The following results were recorded during the test. Draw the effective and total stress paths on p'-p an p – q space, respectively. 01-03 (kPa) 158 279 319 u (kPa) 200 277 388 433

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 10.21P

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