Anisotropic Nonlinear Elastic Model for Particulate Materials-Reference-Cited by-同舟云学术

Anisotropic Nonlinear Elastic Model for Particulate Materials

Published:2006-08 Issue:8 Volume:132 Page:1052-1061
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hicher P.-Y.¹²,Chang C. S.¹²

Affiliation:

1. Research Institute in Civil and Mechanical Engineering, UMR CNRS 6183, Ecole Centrale Nantes, Univ. of Nantes, Nantes, France.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, MA 01002 (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%291090-0241%282006%29132%3A8%281052%29

Reference37 articles.

1. Anisotropy of small strain stiffness in Ticino sand

2. Boyce H. R. (1980). “A nonlinear model for the elastic behaviour of granular materials under repeated loading.” Proc. Int. Symp. Soils under Cyclic and Transient Loading Vol. 1 Swansea U.K. 285–294.

3. Brown S. F. and Pappin J. W. (1981). “Analysis of pavement with granular bases layered pavement system.” Transportation Research Record 810 Transportation Research Board Washington D.C. 17–23.

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

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