A thermo-hydro-mechanical model of unsaturated soils based on bounding surface plasticity-Reference-Cited by-同舟云学术

A thermo-hydro-mechanical model of unsaturated soils based on bounding surface plasticity

Published:2015-09 Issue: Volume:69 Page:58-69
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Bellia Zoheir,Ghembaza Moulay Smaine,Belal Tewfik

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference49 articles.

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

2. A microstructurally based effective stress for unsaturated soils;Alonso;Geotechnique,2010

3. The principle of effective stress;Bishop;Teknisk Ukeblad,1959

4. Thermal effects in partially saturated soils: a constitutive model;Bolzon;Int J Numer Anal Meth Geomech,2005

5. Boudali M, Leroueil S, Srinivasa Murthy BR. Viscous behaviour of natural clays. In: 13th International conference on soil mechanics and foundation engineering. New Delhi; 1994. p. 411-16.

Cited by 16 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Constitutive Model for Thermal Compaction of Clayey Geomaterials and Application to COx Claystone;Rock Mechanics and Rock Engineering;2023-09-04

2. Temperature-dependent water retention curve model for both adsorption and capillarity;Acta Geotechnica;2022-08-29

3. Coupled thermo-hydro-mechanical mechanism in view of the soil particle rearrangement of granular thermodynamics;Computers and Geotechnics;2021-09

4. A fully coupled constitutive model for thermo-hydro-mechanical behaviour of unsaturated soils;Computers and Geotechnics;2021-05

5. Modelling the volume change of saturated fine-grained soils under cyclic temperatures;European Journal of Environmental and Civil Engineering;2021-04-26