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基于离散单元法的沥青混合料研究初探
引用本文:黄晚清,陆阳,何昌轩,黄碧霞.基于离散单元法的沥青混合料研究初探[J].中南公路工程,2007,32(2):19-22,35.
作者姓名:黄晚清  陆阳  何昌轩  黄碧霞
作者单位:西南交通大学土木工程学院 四川成都610031
基金项目:教育部博士点基金项目(20040613018)
摘    要:针对构成沥青混合料骨架的集料内部复杂的微观作用机制,在随机集成2种粒径集料混合体基础上,利用离散单元法DEM进行微观模拟。据此原理,在VC 平台上开发出相应的计算程序,并将该程序用于模拟重力场内集料的微观相互作用。结果表明,该方法为实现级配可视化设计、分析骨架强度形成机理及混合料变形与破坏机制奠定基础。

关 键 词:沥青混合料  集料  微观模拟  离散单元法
文章编号:1002-1205(2007)02-0019-04
修稿时间:2006-05-22

Research on Asphalt Mixture Based on Discrete Element Method
HUANG Wanqing, LU Yang, HE Changxuan, HUANG Bixia.Research on Asphalt Mixture Based on Discrete Element Method[J].Central South Highway Engineering,2007,32(2):19-22,35.
Authors:HUANG Wanqing  LU Yang  HE Changxuan  HUANG Bixia
Institution:School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
Abstract:Upon the random deposition of binary mixtures of spherical aggregates,discrete element method(DEM) is applied to simulate complicated micro-mechanism among aggregates,which compose the skeleton of asphalt mixture.A computer program of this procedure was developed on the platform of VC ,with which interactions among aggregates in gravity field was simulated.Computation results show that this method is the base of visual gradation design.At the same time,the method is also the base of analyzing strength forming of skeleton and mechanism of deformation and fracture of asphalt mixture.
Keywords:asphalt mixtures  aggregates  micro-simulation  discrete element method
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