11-88. A normally consolidated clay has a p' of 30°. Two identical specimens of this clay are consolidated to 200 kPa in a triaxial cell. Predict the maximum and minimum possible axial stresses in the specimens for a constant cell pressure. Hint: The .first test is an axial compression test, the second test is an axial extension test. What assumptions are necessary to solve this problem?

11-88. A normally consolidated clay has a p' of 30°. Two identical specimens of this clay are consolidated to 200 kPa in a triaxial cell. Predict the maximum and minimum possible axial stresses in the specimens for a constant cell pressure. Hint: The .first test is an axial compression test, the second test is an axial extension test. What assumptions are necessary to solve this problem?

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 12.20P

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