Elastic Model for Partially Saturated Granular Materials-Reference-Cited by-同舟云学术

Elastic Model for Partially Saturated Granular Materials

Published:2008-06 Issue:6 Volume:134 Page:505-513
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Hicher P.-Y.¹²,Chang C. S.¹²

Affiliation:

1. Professor, Research Institute in Civil and Mechanical Engineering, UMR CNRS 6183, Ecole Centrale Nantes, BP 92101, 44321 Nantes Cedex 3, France.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, MA 01002.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282008%29134%3A6%28505%29

Reference31 articles.

1. A constitutive model for partially saturated soils

2. Biarez J. Fleureau J.-M. and Taibi S. (1993). “Mechanical constitutive model for unsaturated granular media.” Proc. 2nd Int. Conf. on Micromechanics of Granular Media Thorton Balkema Rotterdam The Netherlands 51–58.

3. Some Aspects of Effective Stress in Saturated and Partly Saturated Soils

4. Relevant local variables for the change of scale in granular materials

5. Homogenization for granular materials;Cambou B.;Eur. J. Mech. A/Solids,1995

Cited by 11 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. Effect of particle packing structure on the elastic modulus of wet powder compacts analyzed by persistent homology;Advanced Powder Technology;2023-01

2. A micromechanics-based micromorphic model for granular materials and prediction on dispersion behaviors;Granular Matter;2020-08-19

3. A micromorphic elastoplastic model and finite element simulation on failure behaviors of granular materials;International Journal for Numerical and Analytical Methods in Geomechanics;2019-12-22

4. Non-linear elastic model incorporating temperature effects;Geotechnical Research;2018-03-01

5. Microstructure-Based Effective Stress Formulation for Unsaturated Granular Soils;International Journal of Geomechanics;2016-12