TECHNICAL NOTES
Apr 15, 2011

Effect of Interparticle Friction on the Cyclic Behavior of Granular Materials Using 2D DEM

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 137, Issue 5

Abstract

This study presents the influence of the interparticle friction angle on the cyclic behavior of granular materials using the two-dimensional (2D) discrete-element method (DEM). The numerical sample was modeled with oval-shaped particles, whereas the isotropically compressed dense sample was prepared from the initial sparse sample using periodic boundaries. Biaxial cyclic shear tests were simulated with different interparticle friction angles. It was noted that the width of the stress-strain cyclic loops becomes thin when the interparticle friction angle increases. It was also noted that the induced fabric anisotropy is more pronounced during unloading than loading. Moreover, a strong correlation between macro- and microquantities was observed for strong contacts during cyclic loading.

Get full access to this article

View all available purchase options and get full access to this article.

References

Cambou, B., Dubujet, P., and Nouguier-Lehon, C. (2004). “Anisotropy in granular materials at different scales.” Mech. Mater., 36(12), 1185–1194.
Cundall, P. A., and Strack, O. D. L. (1979). “A discrete numerical model for granular assemblies.” Geotechnique, 29(1), 47–65.
Hu, N., and Molinari, J. F. (2004). “Shear bands in dense metallic granular materials.” J. Mech. Phys. Solids, 52(3), 499–531.
Konishi, J., Oda, M., and Nemat-Nasser, S., and (1983). “Induced anisotropy in assemblies of oval cross-sectional rods in biaxial compression.” Mechanics granular material: New models and constitutive relations, J. T. Jenkins and M. Satake, ed., Elsevier, Amsterdam, 31–39.
Kruyt, N. P., and Rothenburg, L. (2006). “Shear strength, dilatancy, energy and dissipation in quasi-static deformation of granular materials.” J. Stat. Mech., P07021.
Kuhn, M. R. (1999). “Structured deformation in granular materials.” Mech. Mater., 31(6), 407–429.
Kuhn, M. R. (2003). “Smooth convex three-dimensional particle for the discrete element method.” J. Eng. Mech., 129(5), 539–547.
Kuhn, M. R. (2005). “Are granular materials simple? An experimental study of strain gradient effects and localization.” Mech. Mater., 37(5), 607–627.
Kuhn, M. R. (2006). “OVAL and OVALPLOT: Programs for analyzing dense particle assemblies with the discrete element method.” 〈http://faculty.up.edu/kuhn/oval/doc/oval_0618.pdf〉.
Kuhn, M. R., and Bagi, K. (2004). “Contact rolling and deformation in granular media.” Int. J. Solids Struct., 41(21), 5793–5820.
Nouguier-Lehon, C., Cambou, B., and Vincens, E. (2003). “Influence of particle shape and angularity on the behaviour of granular materials: A numerical analysis.” Int. J. Numer. Anal. Meth. Geomech., 27(14), 1207–1226.
Oda, M., Nemat-Nasser, S., and Konishi, J. (1985). “Stress-induced anisotropy in granular masses.” Soils Found., 25(3), 85–97.
O’Sullivan, C., Cui, L., and O’Neill, S. C. (2008). “Discrete element analysis of the response of granular materials during cyclic loading.” Soils Found., 48(4), 511–530.
Rothenburg, L., and Bathurst, R. J. (1989). “Analytical study of induced anisotropy in idealized granular materials.” Geotechnique, 39(4), 601–614.
Satake, M. (1982). “Fabric tensor in granular materials.” Proc., IUTAM Symp. on Deformation and Failure of Granular Materials, Balkema, Delft, Netherlands, 63–68.
Skinner, A. E. (1969). “A note on the influence of interparticle friction on the shearing strength of a random assembly of spherical particles.” Géotechnique, 19(1), 150–157.
Tatsuoka, F., and Ishihara, K. (1974). “Drained deformation of sand under cyclic stresses reversing direction.” Soils Found., 14(3), 51–65.
Thornton, C. (2000). “Numerical simulations of deviatoric shear deformation of granular media.” Géotechnique, 50(1), 43–53.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 137Issue 5May 2011
Pages: 545 - 549

History

Received: Sep 3, 2009
Accepted: Aug 27, 2010
Published online: Apr 15, 2011
Published in print: May 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Md. Mahmud Sazzad [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Saitama Univ., Saitama 338-8570, Japan (corresponding author). E-mail: [email protected]
Kiichi Suzuki
Associate Professor, Dept. of Civil and Environmental Engineering, Saitama Univ., Saitama 338-8570, Japan.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share