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22.1
Problem Description
The Modified Cam Clay (MCC) constitutive relationship is one of the earliest critical state
models for realistically describing the behaviour of soft soils. As a result it ID: 259649
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DownloadNote - The PPT/PDF document "Drained Triaxial Compressive Test of Mod..." is the property of its rightful owner. Permission is granted to download and print the materials on this web site for personal, non-commercial use only, and to display it on your personal computer provided you do not modify the materials and that you retain all copyright notices contained in the materials. By downloading content from our website, you accept the terms of this agreement.
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