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An isotropic hyperelasto-plastic model for soil with non-linear compressibility at low stress

The compressibility of soils at very low stresses is of significance in geotechnical engineering problems at the seabed such as cable trenching. At low stresses, compressibility of soil is highly non-linear and in a Critical State modelling framework, best expressed by a non-linear Normal Compressio...

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Bibliographic Details
Main Authors: Luis C. Jimenez-Diaz, William M. Coombs, Charles Augarde
Format: Default Conference proceeding
Published: 2021
Subjects:
Online Access:https://dx.doi.org/10.17028/rd.lboro.14588430.v1
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