1 |
Cundall, P. A. and Stark, O. D. L. (1979), "A Eiscrete Numerical Model for Granular Assemblies", Geotechnique, Vol.29, pp.47-65.
DOI
|
2 |
Itasca Consulting Group, Inc. (2008), "Particle Flow Code in 2dimensions", Ver.4.0 User's manual.
|
3 |
Jo, S. A., Cho, G. C., and Lee, S. W. (2009), "Evolution of Particle Crushing and Shear Behavior with Respect to Particle Shape Using PFC", Journal of the Korean Geotechnical Society, Vol.25, No.10, pp.41-53.
|
4 |
Koo, J. K. and Jeon, J. S. (2007), "Application of Distinct Particle Modelling to Evaluate Geotechnical Parameters", Journal of The Korean Society of Civil Engineers, Vol.27, No.1, pp.61-68.
|
5 |
Owen, D.R.J., Feng, Y.T., and Cottrell M.G. (2002), "Numerical Modeling of Industrial Application with Multi-fracturing and Particulate Phenomena", Numerical Modeling in Micromechanics via Particle Methods, A. A. Balkema, Lisse, pp.3-12.
|
6 |
Takao UEDA, Takashi MATSUSHIMA and Yasuo YAMADA (2011), "DEM Simulation of the Shear Strength and Shear Band Development of Well-graded Granular Materials", International Symposium on Deformation Characteristics of Geomaterials, Seoul, Korea, pp.520-525.
|
7 |
Zeghal, Morched (2004), "Discrete-element Method Investigation of the Resilient behavior of Granular Materials", Journal of Transportation Engineering 130.4, pp.503-509.
DOI
|