摘要
混凝土面板堆石坝采用挤压边墙作为大坝上游固坡措施。本文采用有限单元法,结合甘肃洮河九甸峡砼面板堆石坝工程,对挤压边墙施工方法对面板受力的影响进行了研究分析并提出了相应的工程措施。
The crushing side wall is used the upstream consolidation slope measures of rockfill dam with concrete face slab.The paper analyses the influence of crushing side wall construction method to face slab stressing with finite element method taking Jiudianxia rockfill dam with concrete face slab as the example,and puts forward the relevant engineering measures.
出处
《东北水利水电》
2007年第6期8-10,共3页
Water Resources & Hydropower of Northeast China
关键词
混凝土面板堆石坝
挤压边墙
有限单元法
rockfill dam with concrete face slab
crushing side wall
finite element method
