A plasticity constitutive model for unsaturated, anisotropic, nonexpansive soils-Reference-Cited by-同舟云学术

A plasticity constitutive model for unsaturated, anisotropic, nonexpansive soils

Published:2019-12-16 Issue:4 Volume:44 Page:435-454
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech

Author:

Sitarenios Panagiotis¹²^ORCID,Kavvadas Michael²^ORCID

Affiliation:

1. School of Energy, Construction and EnvironmentCoventry University Coventry U.K

2. Geotechnical Department, School of Civil EngineeringNational Technical University of Athens Athens Greece

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3028

Reference48 articles.

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2. RoscoeK BurlandJ.On the generalized stress‐strain behavior of wet clays. Proceedings of Engineering Plasticity.1968:535‐609.

3. JosaA BalmacedaA GensA AlonsoEE.An elastoplastic model for partially saturated soils exhibiting a maximum of collapse. In: 3rd International Conference on Computational Plasticity Barcelona Vol. 1;1992:815‐826.

4. GeorgiadisK.Development implementation and application of partially saturated soil models in finite element analysis: Imperial College;2003.

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