| 新疆玛纳斯河肯斯瓦特水利枢纽工程面板坝设计 |
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| 引用本文： | 徐向东,周吉军.新疆玛纳斯河肯斯瓦特水利枢纽工程面板坝设计[J].大坝与安全,2012(1):8-11. |
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| 作者姓名： | 徐向东 周吉军 |
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| 作者单位： | 新疆生产建设兵团勘测规划设计研究院,新疆石河子,832000 |
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| 摘 要： | 肯斯瓦特水利枢纽工程具有地震烈度高、岸坡陡峻、筑坝材料特殊等特点。肯斯瓦特大坝全断面采用砂砾石填筑。介绍了该混凝土面板坝的坝体分区、坝料设计、面板设计、趾板结构设计等,为高寒和高地震烈度区修建混凝土面板砂砾石坝积累了经验。
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| 关 键 词： | 面板砂砾石坝 设计 肯斯瓦特水利枢纽工程 |
Design of the face-slab dam in Kensiwate hydraulic project on Manasi River |
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| XU Xiang-dong
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ZHOU Ji-jun.Design of the face-slab dam in Kensiwate hydraulic project on Manasi River[J].Large Dam & Safety,2012(1):8-11. |
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| Authors: | XU Xiang-dong ZHOU Ji-jun |
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| Affiliation: | XU Xiang.dong and ZHOU Ji-jun |
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| Abstract: | Kensiwate hydraulic project is of the character of high earthquake intensity, steep slope and special construction material. The whole section of Kensiwate dam was filled with sand-gravel. This paper introduced the dam blocks, material design, face-slab design and toe-slab design of the concrete face-slab dam, for reference. |
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| Keywords: | face-slab sand-gravel dam design Kensiwate hydraulic project |
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