节点文献

山岭隧道地震反应的几个特性

Several Characteristics of Seismic Response of Mountain-crossing Tunnels

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 严细水朱汉华王迎超

【Author】 YAN Xishui1,ZHU Hanhua2,WANG Yingchao1(1.Department of Civil Engineering,Zhejiang University,Hangzhou 310058,China;2.Zhejiang Provincial Highway Administration Bureau,Hangzhou 310009,China)

【机构】 浙江大学土木工程系浙江省公路管理局

【摘要】 通过对山岭隧道的有限元动力计算,总结山岭隧道地震反应的一些特性。深埋隧道比浅埋隧道的动力响应小;洞口偏压明显的隧道,其偏压侧的动力响应明显比非偏压侧大,并且最大动力响应出现于隧道拱腰;而洞口偏压不太明显的隧道,其偏压侧的动力响应比非偏压侧稍微大一点,最大动力响应出现于隧道拱顶;另外隧道围岩的弹性模量对隧道的动力影响非常明显。

【Abstract】 On basis of calculation of dynamics mountain tunnels by finite element method,the authors summarize several characteristics of seismic response of mountain-crossing tunnels in this paper.The dynamic responses of deep-buried tunnels are smaller than those of shallow-buried tunnels;The dynamic responses of high pressure side are stronger than those of the normal pressure side in case of tunnels with obvious unsymmetrical pressure at tunnel portals and the maximum dynamic responses occur at the hance;The dynamic responses of high pressure side are a bit stronger than those of the normal pressure side in case of tunnel with unobvious unsymmetrical pressure at tunnel portals and the maximum dynamic responses occur at the vault.In addition,the elastic modulus of surrounding rock has obvious influence on the dynamic effect of tunnels.

  • 【文献出处】 隧道建设 ,Tunnel Construction , 编辑部邮箱 ,2009年04期
  • 【分类号】U452.28
  • 【下载频次】157
节点文献中: 

本文链接的文献网络图示:

本文的引文网络