Volume Change Behavior of Two Compacted Clayey Soils under Hydraulic and Mechanical Loadings-Reference-Cited by-同舟云学术

Volume Change Behavior of Two Compacted Clayey Soils under Hydraulic and Mechanical Loadings

Published:2018-04 Issue:4 Volume:144 Page:04018013
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Li Zhong-Sen¹^ORCID,Derfouf Feth-Ellah Mounir²,Benchouk Assia³,Abou-Bekr Nabil⁴,Taibi Said⁵,Fleureau Jean-Marie⁶

Affiliation:

1. Laboratoire de Mécanique des Sols, Structures et Matériaux—CNRS UMR 8579, CentraleSupélec, 92290 Châtenay-Malabry, France; presently, Postdoctor, School of Earth Sciences and Engineering, Sun Yat-Sen Univ., Guangzhou 510275, China. ORCID: .

2. Laboratoire Eau et Ouvrages dans Leur Environnement, Faculté de Technologie, Université de Tlemcen, Tlemcen 119 13000, Algeria; presently, Lecturer, Faculté des Sciences et de la Technologie, Université de Saïda, Saïda 138 20000, Algeria.

3. Laboratoire Eau et Ouvrages dans Leur Environnement, Faculté de Technologie, Université de Tlemcen, Tlemcen 119 13000, Algeria.

4. Professor, Laboratoire Eau et Ouvrages dans Leur Environnement, Faculté de Technologie, Université de Tlemcen, Tlemcen 119 13000, Algeria.

5. Professor, Laboratoire Ondes et Milieux Complexes—CNRS UMR 6294, Université du Havre, 76600 Le Havre, France.

6. Professor, Laboratoire de Mécanique des Sols, Structures et Matériaux—CNRS UMR 8579, CentraleSupélec, 92290 Châtenay-Malabry, France (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001851

Reference46 articles.

1. Electrical Resistivity of Compacted Clays

2. Pore sizes and strength of a compacted clay;Ahmed S.;J. Geotech. Eng.,1974

3. A constitutive model for partially saturated soils

4. Compacted soil behaviour: initial state, structure and constitutive modelling

5. Modelling the mechanical behaviour of expansive clays

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