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contributor authorLi Changsheng;Yin Hongwei;Jia Dong;Zhang Jiaxing;Wang Wei;Xu Shijin
date accessioned2019-02-26T07:51:48Z
date available2019-02-26T07:51:48Z
date issued2018
identifier other%28ASCE%29GM.1943-5622.0001133.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249901
description abstractIn recent years, the discrete element method (DEM) has become widely used to solve a number of geological and geophysical problems. The basic idea of this method is to consider rock-soil bodies, in their discontinuous nature, as a set of discrete elements. It is generally recognized that this type of complex model must be validated through comparison with experimental results. Many researchers have addressed this in earlier publications. However, one important aspect has been given little attention, namely, testing the code to ensure that the computer program executes the model specification correctly. This paper describes in detail a DEM program for cohesionless particle vibration and shows four simple simulations used to verify the code. The results of these simulations are compared with PFC (Particle Flow Code 2D) and analytical solutions that are mathematically correct, showing that they have a good consistency. It is concluded that mathematical tests in artificial situations can uncover bugs in programs that appear to be running correctly, even if the programs simulate real experiments reasonably well. The simulation of relative error between numerical solutions and analytical solutions increases as artificial viscosity is introduced. These tests are published with the aim of helping others validate their programs (such as PFC) in similar applications.
publisherAmerican Society of Civil Engineers
titleValidation Tests for Discrete Element Codes Using Single-Contact Systems
typeJournal Paper
journal volume18
journal issue6
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0001133
page6018011
treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 006
contenttypeFulltext


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