A parametric theory of isotropic consolidation for saturated geomaterials with compressible phases

Volume: 121, Pages: 103371 - 103371
Published: May 1, 2020
Abstract
Theories of isotropic consolidation for geomaterials with compressible phases require two loading tests: a full-drainage test at constant pore-pressure and a mixture test in which pore-pressure varies. In a no-drainage mixture test, the pore-pressure change falls short of the confining pressure change. In the unjacketed mixture test, the pore-pressure and confining pressure rates are equal. This paper develops a parametric theory that supports...
Paper Details
Title
A parametric theory of isotropic consolidation for saturated geomaterials with compressible phases
Published Date
May 1, 2020
Volume
121
Pages
103371 - 103371
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