摘要
为了解某面板堆石坝的边坡状态,采用有限元软件模拟计算方法,分析了面板堆石坝的渗流稳定和边坡稳定,结果表明混凝土面板防渗效果明显,渗流量较小,大坝渗流处于正常状态,边坡安全系数满足要求。
In order to obtain the slope state of a faced rockfill dam,the finite element software simulation calculation method is used to analyze the seepage stability and slope stability of faced rockfill dam.The results show that the seepage control effect of concrete panel is obvious,and the seepage flow is small.The dam seepage is in normal state,and the slope safety factor meets the requirements.
作者
陈向明
刘昱煜
郑汉种
CHEN Xiangming;LIU Yuyu;ZHENG Hanzhong(Xuanping Stream Power Engineering Management Office,Wuyi County,Zhejiang Jinhua 321200,China;Zhejiang Guangchuan Engineering Consulting Co.,Ltd.,Hangzhou 310020,China)
出处
《低温建筑技术》
2023年第7期149-152,共4页
Low Temperature Architecture Technology
关键词
面板堆石坝
混凝土面板防渗
大坝渗流
face rockfill dam
concrete panel anti-seepage
dam seepage
