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节理岩体大位移大变形动态分析理论及应用
引用本文:马钺,方祖烈,宫伟力. 节理岩体大位移大变形动态分析理论及应用[J]. 有色金属, 2000, 52(2): 11-14,10
作者姓名:马钺  方祖烈  宫伟力
作者单位:北京科技大学资源工程学院,北京,100083
摘    要:本文应用四四边形等参单元不连续变形分析(DDA)方法,对共道围岩变形进行动态分析。分析结果表明,该方法特别适用于节理岩体经受大位移大变形大变形等动态情况是一种完全意义上的不连续动态分析方法。

关 键 词:节理岩体 不连续多形分析 动态分析 大位移
文章编号:1001-0211(2000)02-0011-04

DYNAMIC ANALYTICAL THEORY OF LARGE DISPLACEMENT LARGE DEFORMATION IN JOINED ROCK MASS AND APPLICATION
MA Yue,FANG Zulie,GONG Weili. DYNAMIC ANALYTICAL THEORY OF LARGE DISPLACEMENT LARGE DEFORMATION IN JOINED ROCK MASS AND APPLICATION[J]. Nonferrous Metals, 2000, 52(2): 11-14,10
Authors:MA Yue  FANG Zulie  GONG Weili
Affiliation:MA Yue ,FANG Zulie ,GONG Weili (University of Science and Technology Beijing, Beijing 100083)
Abstract:In this paper, discontinuous deformation analysis method with four-node element was dynamically studied in surrounding rock around excavation. The results show that the method especially applies to jointed rock masses subjected to large displacement, large deformation and dynamic situation. It is completely discontinuous dynamic analysis method.
Keywords:isoparametric element   blocks system   discontinuous  
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