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A Multiscale Method to Develop Three-Dimensional Anisotropic Constitutive Model for Soils

A Multiscale Method to Develop Three-Dimensional Anisotropic Constitutive Model for Soils

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_0aa8ac40c1134a409bf323019f835e2c

A Multiscale Method to Develop Three-Dimensional Anisotropic Constitutive Model for Soils

About this item

Full title

A Multiscale Method to Develop Three-Dimensional Anisotropic Constitutive Model for Soils

Publisher

Basel: MDPI AG

Journal title

Buildings (Basel), 2024-01, Vol.14 (2), p.307

Language

English

Formats

Publication information

Publisher

Basel: MDPI AG

More information

Scope and Contents

Contents

A multiscale method is presented to develop a constitutive model for anisotropic soils in a three-dimensional (3D) stress state. A fabric tensor and its evolution, which quantify the particle arrangement at the microscale, are adopted to describe the effects of the inherent and induced anisotropy on the mechanical behaviors at the macroscale. Using...

Alternative Titles

Full title

A Multiscale Method to Develop Three-Dimensional Anisotropic Constitutive Model for Soils

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_0aa8ac40c1134a409bf323019f835e2c

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_0aa8ac40c1134a409bf323019f835e2c

Other Identifiers

ISSN

2075-5309

E-ISSN

2075-5309

DOI

10.3390/buildings14020307

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