节点文献

无防渗降压设施重力坝的坝基扬压力

The Uplift Pressure under a Concrete Gravity Dam on Rock Foundation without Providing draius and Grout Curtain

  • 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】 杨方杰

【Author】 yang Fang-jie

【机构】 华北水利水电学院水工教研室

【摘要】 本文在介绍我国、苏联和美国关于无防渗降压设施重力坝的坝基扬压力计算方法的同时,结合一些工程的实测资料进行初步的分析与探讨。在此基础上,对我国现行的计算方法提出评价与建议。

【Abstract】 It is well known that the value of the uplitf pressure on the base of a gravity dam may have an important effect on the safety and the construction cost of the dam. In this paper, some useful methods prevalent in China, America and the Sovlet Union are presented for the calculation of the uplift press- ure on the base of a gravity dam without draius and grout curtain. Combining with some practical data, the author makes a preliminary analysis and on the base of above discussion a few suggestions are pro- posed.

  • 【文献出处】 华北水利水电学院学报 ,Journal of North China Institute of Water Conservancy and Hydroelectric Power , 编辑部邮箱 ,1984年01期
  • 【下载频次】25
节点文献中: 

本文链接的文献网络图示:

本文的引文网络