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无防渗降压设施重力坝的坝基扬压力
引用本文:杨方杰.无防渗降压设施重力坝的坝基扬压力[J].华北水利水电学院学报,1984(1).
作者姓名:杨方杰
作者单位: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。


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