Simple Nonlinear Model for Elastic Response of Cohesionless Granular Materials-Reference-Cited by-同舟云学术

Simple Nonlinear Model for Elastic Response of Cohesionless Granular Materials

Published:2002-09 Issue:9 Volume:128 Page:969-978
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Taciroglu E.¹,Hjelmstad K. D.²

Affiliation:

1. Postdoctoral Research Associated, Center for Simulation of Advanced Rockets, Univ. of Illinois, 1304 W. Springfield Ave., Urbana, IL 61801.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews, Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282002%29128%3A9%28969%29

Reference25 articles.

1. Resilient response of granular materials subjected to time-dependent lateral stress.;Allen J. J.;Transp. Res. Rec.,1974

2. Boyce J. R. (1980). “A non-linear model for the elastic behavior of granular materials under repeated loading.” Proc. Int. Symposium on Soils Under Cyclic and Transient Loading Swansea England 521–542.

3. Analysis of pavements with granular bases.;Brown S. F.;Transp. Res. Rec.,1981

4. Chen W. F. and Saleeb A. F. (1994). Constitutive equations for engineering materials—Volume 1: Elasticity and modeling Revised Ed. Elsevier Science B. V. Amsterdam The Netherlands.

5. Desai C. S. and Siriwardane H. J. (1984). Constitutive laws for engineering materials Prentice-Hall Englewood Cliffs N.J.

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