An alternative coupled thermo-hydro-mechanical finite element formulation for fully saturated soils-Reference-Cited by-同舟云学术

An alternative coupled thermo-hydro-mechanical finite element formulation for fully saturated soils

Published:2018-02 Issue: Volume:94 Page:22-30
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Cui Wenjie,Potts David M.,Zdravković Lidija,Gawecka Klementyna A.,Taborda David M.G.

Funder

China Scholarship Council

Engineering and Physical Sciences Research Council

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference35 articles.

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2. Variation principles and finite element simulation for thermo-elastic consolidation;Aboustit;Int J Numer Anal Meth Geomech,1985

3. Thermally induced volume change and excess pore water pressure of soft Bangkok clay;Abuel-Naga;Eng Geol,2007

4. Volume change behaviour of saturated clays under drained heating conditions: experimental results and constitutive modeling;Abuel-Naga;Can Geotech J,2007

5. Effect of temperature on shear strength and yielding behavior of soft Bangkok clay;Abuel-Naga;Soils Found,2007

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