节点文献

沿软弱夹层滑动的地震滑坡分析

EVALUATION OF EARTHQUAKE SLOPE FAILURE ALONG A WEAK LAYER

  • 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】 邓检良许强古关润一

【Author】 DENG Jianliang;XU Qiang;KOSEKI Junichi;School of Naval Architecture,Ocean,and Civil Engineering,Shanghai Jiaotong University;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology;Institute of Industrial Science,Tokyo University;

【机构】 上海交通大学船舶海洋与建筑工程学院成都理工大学地质灾害防治与地质环境保护国家重点实验室东京大学生产技术研究所

【摘要】 考虑超孔隙水压和滑动面几何形状改变对地震滑坡滑动过程的影响,推导纽马克法与瑞典条分法结合起来的滑距计算方法(即改进的NS法)。该方法可计算沿软弱夹层滑动的大滑距地震滑坡。通过对比改进的NS法和改进的NJ法所得计算结果的异同,分析2种计算方法的特点。此外,还分析地下水位、内摩擦角和土条宽度对计算结果的影响。

【Abstract】 The earthquake-induced large displacement of slope containing a weak layer was calculated by extended Newmark with Sweden method(extended NS method). In the methods,the effects of excess pore water pressure and the change of sliding plane geometry on displacement are rationally evaluated. The details of extended NS method were described. A comparison between extended NS method and extended NJ method was performed on a calculation example. The characteristics of these two methods were described. In addition,the effects of ground water level,internal frication angle and slice width on the calculated horizontal displacement were evaluated.

【基金】 成都理工大学地质灾害防治与地质环境保护国家重点实验室开放基金项目(SKLGP2013K022)
  • 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2014年S2期
  • 【分类号】P642.22
  • 【被引频次】2
  • 【下载频次】180
节点文献中: 

本文链接的文献网络图示:

本文的引文网络