Closure to “Two-Dimensional Discrete Element Theory for Rough Particles” by Mingjing Jiang, Serge Leroueil, Hehua Zhu, Hai-Sui Yu, and Jean-Marie Konrad
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Acknowledgments
This work was financially supported by China National Funds for Distinguished Young Scientists with Grant No. UNSPECIFIED51025932, and the National Science Foundation, China, with Grant No. NNSFC10972158.
References
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Eringen, A. C. (1999). Microcontinuum field theories, Springer Verlag.
Jiang, M. J., Leroueil, S., and Konrad, J. M. (2004). “Insight into shear strength functions of unsaturated granulates by DEM analyses.” Comput. Geotech., 31(6), 473–489.
Jiang, M. J., Yu, H. S., and Harris, D. (2005). “A novel discrete model for granular material incorporating rolling resistance.” Comput. Geotech., 32(5), 340–357.
Jiang, M. J., Yu, H. S., and Harris, D. (2006). “Bond rolling resistance and its effect on yielding of bonded granulates by DEM analyses.” Int. J. Numer. Anal. Methods Geomech., 30(8), 723–761.
Jiang, M. J., Yu, H. S., and Leroueil, S. (2007). “A simple and efficient approach to capturing bonding effect in naturally micro-structured sands by discrete element method.” Int. J. Numer. Methods Eng., 69, 1158–1193.
Jiang, M. J., Zhu, H. H., and Harris, D. (2008). “Classical and nonclassical kinematic fields of two-dimensional penetration tests on granular ground by discrete element method analyses.” Granular Matter, 10, 439–455.
Jiang, M. J., Leroueil, S., Zhu, H. H., Yu, H. S., and Konrad, J. M. (2009). “Two-dimensional discrete element theory for rough particles.” Int. J. Geomech., 9(1), 20–33.
Trollope, D. H., and Burman, B. C. (1980). “Physical and numerical experiments with granular wedges.” Geotechnique, 30(2), 137–157.
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Published In
International Journal of Geomechanics
Volume 11 • Issue 5 • October 2011
Pages: 414 - 415
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Oct 13, 2010
Accepted: Dec 15, 2010
Published online: Sep 15, 2011
Published in print: Oct 1, 2011
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