Multiaxial stress-fractional plasticity model for anisotropically overconsolidated clay
Abstract
null null Clays in the field can experience various consolidation histories, e.g., isotropic or anisotropic overconsolidation, before subjected to three-dimensional loads exerted by the neighbouring geotechnical infrastructures. Correct representation of the multiaxial strength and deformation behaivour of anisotropically overconsolidated clay is a prerequisite for engineering design. Accordingly, a multiaxial constitutive model is developed in...
Paper Details
Title
Multiaxial stress-fractional plasticity model for anisotropically overconsolidated clay
Published Date
Sep 1, 2021
Volume
205
Pages
106598
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