A new double-porosity macroscopic model of bentonite free swelling-Reference-Cited by-同舟云学术

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A new double-porosity macroscopic model of bentonite free swelling

Published:2022-08 Issue: Volume:305 Page:106725
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Navarro Vicente,Cabrera Virginia,De la Morena Gema,Asensio Laura,Yustres Ángel,Torres-Serra Joel

Funder

European Regional Development Fund

Junta de Comunidades de Castilla-La Mancha

European Commission

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference42 articles.

1. Swell and compressibility characteristics of sand-bentonite mixtures inundated with liquids;Alawaji;Appl. Clay Sci.,1999

2. A constitutive model for partially saturated soils;Alonso;Géotechnique.,1990

3. Modelling the mechanical behaviour of expansive clays;Alonso;Eng. Geol.,1999

4. Overview of European concepts for high-level waste and spent fuel disposal with special reference waste container corrosion;Bennett;J. Nucl. Mater.,2008

5. Mechanism of adsorption and desorption of water vapor by homoionic montmorillonite. 1. The sodium-exchanged form;Cases;Langmuir,1992

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1. Free swelling behavior of MX80 bentonite under elevated temperatures up to 200 °C;Geomechanics for Energy and the Environment;2024-03

2. A triple‐microstructure hydro‐mechanical constitutive damage model for compacted MX80 bentonite pellet/powder mixture;International Journal for Numerical and Analytical Methods in Geomechanics;2024-02-09

3. A mixed finite element/finite volume formulation for granular bentonite mixtures;Computers and Geotechnics;2024-02

4. Symbolic algebra integration of soil elastoplastic models;Computers and Geotechnics;2023-12

5. An effective stress-based approach to modeling the chemo-mechanical behavior of saturated active clay;Canadian Geotechnical Journal;2023-11-17

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