苏家河口混凝土面板堆石坝设计与实践  

Design and Practice of Concrete Faced Rockfill Dam of Sujiahekou Hydropower Station

作　　者：吴贵耆[1] 顾亚敏[1] 屈玉竹[1] 杨小龙[1] 罗进红[1] 

机构地区：[1]中国水电顾问集团昆明勘测设计研究院,云南昆明650051

出　　处：《云南水电技术》2009年第3期93-99,共7页

摘　　要：苏家河口水电站挡水建筑物为混凝土面板堆石坝，最大坝高133．75m，工程区地震基本烈度为V…度，两岸全风化层深厚，趾板区节理较发育，本文就苏家河口混凝土面板堆石坝的布置、坝体材料分区、止水系统、基础处理以及施工情况等问题进行了论述。The water retaining structure of Sujiahekou Hydropower Station is concrete faced rockfill dam with maximum height of 133.75m. The basic earthquake intensity of the project site is VIII and the completely weathered layer at both banks is deep and the joint of the toe board zone is well developed. This article has stated such issues as arrangement of concrete faced rockfill dam of Sujiahekou Hydropower Station, material zoning of dam body, water stop system, and foundation treatment and construction condition.

关 键 词：苏家河口水电站 面板堆石坝 溶出性侵蚀 设计 

分 类 号：TV641.43[水利工程—水利水电工程] TV148.1