节点文献

液化滑移地层桩基础破坏机理分析

Analysion Damage Mechanism of Pile Foundation in Liquefaction Layers

  • 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】 郭璇于威威

【Author】 GUO Xuan,YU Wei-wei1Engineering Research Center of Tunnel and Underground Engineering(Ministry of Education),Beijing Jiaotong University,Beijing 100044,P.R.China;School of Statistics,Capital University of Economics and Business1,Beijing100070,P.R.China)

【机构】 北京交通大学土建学院隧道及地下工程试验研究中心首都经济贸易大学统计学院

【摘要】 地震液化产生的侧向滑移或流动地层对桩基础的破坏作用一直缺乏系统的震灾调查数据和统计分析,对设计方法的修订也缺乏相应的理论依据。本文对地震液化地层滑移作用,软硬互层交界面效应等进行应力简化,基于修正Winkler地基梁理论及日本抗震规范推荐的响应位移法,通过对桩基破坏的算例分析,初步验证了应力解析法的有效和实用性,为我国近期发生的浅源断层大地震区的桩基抗震设计提供借鉴。

【Abstract】 For short of the systemic statistical data of the damaged pile foundations in liquefaction and lateral flow layers after the great earthquake,the improvement of the theory and the design method also is absence the relevant basement.Through the simplified stress method to deal with the liquefied slip layers and the soft-hard interfaces,the modified Winkler beam theory and the response-displacement method,which were recommended by the guide manual of Japan Architecture Association,are introduced to analysis the certain example.The effective and practicability of the method can be validated in the first step.Research can be referenced in the seismic control and design method for the pile foundation in the future.

【基金】 国家自然基金(50908011);北京交通大学校人才基金(C08J0120)资助
  • 【文献出处】 科学技术与工程 ,Science Technology and Engineering , 编辑部邮箱 ,2010年03期
  • 【分类号】TU473.1
  • 【被引频次】2
  • 【下载频次】124
节点文献中: 

本文链接的文献网络图示:

本文的引文网络