Effect of Stress Level on the Microstructural Evolution of Clay under Creep-Reference-Cited by-同舟云学术

Effect of Stress Level on the Microstructural Evolution of Clay under Creep

Published:2022-02 Issue:2 Volume:148 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Zhao Dan¹,Hattab Mahdia²,Hicher Pierre-Yves³,Yin Zhen-Yu⁴

Affiliation:

1. Lecturer, College of Civil Engineering and Architecture, Zhejiang Univ. of Water Resources and Electric Power, Hangzhou 310018, China.

2. Professor, Laboratoire d’Etude des Microstructures et de Mécanique des Matériaux, Université de Lorraine, CNRS UMR 7239, Arts et Métiers ParisTech, Metz 57073 Cedex 3, France.

3. Professor Emeritus, Institut de Recherche en Génie Civil et Mécanique, Université de Nantes, CNRS UMR 6183, Ecole Centrale de Nantes, Nantes 44035 Cedex 1, France.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0002070

Reference42 articles.

1. A Physico-Chemical Approach to the Consolidation Mechanism of Soft Clays

2. Biarez, J., and P.-Y. Hicher. 1994. Elementary mechanics of soil behaviour: Saturated remoulded soils. Rotterdam, Netherlands: A.A. Balkema.

3. Bishop A. W. and H. T. Lovenbury. 1969. “Creep characteristics of two undisturbed clays.” In Proc. 7th Int. Conf. Soil Mechanics and Foundation Engineering (Mexico) 29–37. London: International Society for Soil Mechanics and Geotechnical Engineering.

4. An elasto-plastic model for granular materials with microstructural consideration

5. Influence de la lyophilisation sur la structure d'une argile sensible du Québec

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