节点文献

地铁地基液化变形的影响因素研究

Study of Factors Affecting Liquefaction Deformation of Subway Foundation

  • 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】 丰土根钟小春李茂清王海宁

【Author】 FENG Tu-gen;ZHONG Xiao-chun;LI Mao-qing;WANG Hai-ning Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China Construction Department of New Area to the West of Qinhuai River in Nanjing, Nanjing 210036, China

【机构】 河海大学岩上工程研究所南京河西新城区建设指挥部南京河西新城区建设指挥部 江苏南京 210098江苏南京 210098江苏南京 210036江苏南京 210036

【摘要】 研究了一些对地铁隧道抗震稳定有较大影响的因素。例如,地铁隧道的整体平均容重和地铁隧道的埋深,尽管它们对地基的孔隙水压力发展影响不大,但却对地铁隧道的震后残余变形影响相当显著。还有,砂性土中粘性土的含量多少对砂性土的动力行为有直接而显著的影响。最后,从能量的角度分析了输入不同地震波的地铁地基土层动力反应的差异。

【Abstract】 Some factors affecting underground tunnel stability against earthquake are studied in this paper.The results obtained showed that the average unit weight and embedded depth of subway tunnel influencesmarkedly the post-earthquake residual deformation of subway tunnel, though has a little effect on pore wa-ter pressure. Clay content in sandy soil directly and evidently influences dynamical conduct of sandy soil inthe foundation. Finally it is explored from the point of view of energy that why inputting different earth-quake waves could result in marked distinction in dynamical reaction of subway foundation.

【基金】 江苏省自然科学基金(DK2001018)
  • 【文献出处】 防灾减灾工程学报 ,Journal of Disaster Pnevention and Mitigation Engineering , 编辑部邮箱 ,2004年03期
  • 【分类号】TU435
  • 【被引频次】3
  • 【下载频次】240
节点文献中: 

本文链接的文献网络图示:

本文的引文网络