节点文献

基于三维离散元的某抽水蓄能电站料场边坡变形分析

Deformation Analysis of Material Field Slope of a Pumped Storage Power Station Based on Three-dimensional Discrete Element

  • 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】 程晓东张发明董梦龙刘畅

【Author】 Cheng Xiaodong;Zhang Faming;Dong Menglong;Liu Chang;School of Earth Sciences and Engineering,Hohai University;

【机构】 河海大学地球科学与工程学院

【摘要】 在水电工程建设中,往往会对边坡进行开挖形成缓坡平台,进而形成新的临空面,可能对边坡稳定性产生不利影响。该文通过野外地质调查,对某抽水蓄能电站料场边坡变形体边界进行划分,并导入三维离散元建模,对变形体位移值进行计算分析。结果表明,该边坡变形位移较大,可能沿1200m平台产生滑动,处于欠稳定状态。

【Abstract】 In the construction of hydropower projects,the gentle slope platforms are often formed by excavation of slopes,and then a new free surface is formed,which may have adverse effects on slope stability. In this paper,based on the field geological survey,the boundary of deformation body of a pumped storage power station material field slope is divided,and the three-dimensional discrete element modeling is introduced to calculate and analyze the deformation value of the slope. The results show that the deformation displacement of the slope is large,and the slope may slide along the 1200 m platform,which is in an unstable state.

【基金】 “十一五”国家科技支撑计划项目(2008BA29B03-2)
  • 【文献出处】 勘察科学技术 ,Site Investigation Science and Technology , 编辑部邮箱 ,2019年06期
  • 【分类号】TV743;TV223
  • 【下载频次】73
节点文献中: 

本文链接的文献网络图示:

本文的引文网络