Numerical Simulations of K0 Triaxial Tests on Collapsible Porous Clay
This paper addresses numerical simulations of K0 triaxial tests performed using a single element program. The methodology was based on construction of numerical models with three different constitutive models in order to represent the soil behaviour during stress path states. The constitutive models...
Main Authors: | , , , |
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Language: | English |
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JKR Library
Accession | Item Category | Format | Status | Notes |
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H/796(49) | General Collection | Journal Article | Available |