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爆炸应力波对深埋巷道的作用效应分析
引用本文:夏致晰,缪协兴,茅献彪.爆炸应力波对深埋巷道的作用效应分析[J].河南科学,2004,22(1):88-91.
作者姓名:夏致晰  缪协兴  茅献彪
作者单位:中国矿业大学,江苏,徐州,221004;工程兵指挥学院,江苏,徐州,221004;中国矿业大学,江苏,徐州,221004
摘    要:运用工程分析软件ANSYS模拟几种常见形状的巷道结构在爆炸应力波作用下围岩的位移时间历程和Mises等效应力时间历程,进而分析这些不同形状巷道结构在爆炸应力波作用下的位移、振动、变形情况,得出在爆炸应力波作用下巷道结构易破坏的位置并给出防护对策。

关 键 词:爆炸应力波  巷道  位移  振动
文章编号:1004-3918(2004)01-0088-04
修稿时间:2003年9月10日

Analysis of ground shock wave on deep buried tunnels
XIA Zhi-xi.Analysis of ground shock wave on deep buried tunnels[J].Henan Science,2004,22(1):88-91.
Authors:XIA Zhi-xi
Institution:XIA Zhi-xi~
Abstract:The displacement-time history and Mises equivalent stress-time history of deep buried tunnels under the pressure of ground shock wave have been studied by using an engineering software ANSYS. Displacement, deformation and vibration of the tunnels, with different cross sections and surrounding materials, are analyzed. It is found that at certain locations the tunnel structure is more sensitive to the pressure of ground shock wave. Tunnel's behavior of resisting the impact from ground shock wave is affected by the configuration of the tunnel. The protection strategies of tunnel structure are discussed in this paper.
Keywords:ground shock wave  tunnel  displacement  vibration
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