1) dam surface
坝面
1.
Concrete frost and crack protection technology applied at cement-rubble masonry gravity dam surface of Zhenbaoding reservoir;
浅议真宝顶水库浆砌石重力坝坝面混凝土防冻、防裂技术
2) concrete face rockfill dam
面板坝
1.
Based on example,the paper mainly approached how to treat thick and soft groundsill on which earthrock dam or concrete face rockfill dam was build;the results from FEM showed that 25m of these two kinds of dam may be built on thick and soft groundsill if the groundsill was well treated,but earth-rock dam was better.
以达开水电站为例,研究了在深厚软弱地基上筑土石坝和混凝土面板坝的问题,通过有限元分析,说明在合理进行地基处理的条件下,在深厚软土地基上是可以兴建25 m的土石坝和面板坝,而建土石坝更加稳妥。
3) Varied section dam
变截面坝
4) face rock-fill dam
面板坝
1.
The application of SR waterproofing materials and SR joint seepage prevention system to second-stage concrete face vertical fracture and fractures around toe slab at the face rock-fill dam of Dongba Hydropower Station is reviewed in this paper.
文章总结了SR系列止水材料及SR接缝防渗体系在洞巴面板坝二期混凝土面板垂直缝和趾板周边缝上的施工技术。
2.
Critical face rock-fill dam engineering technology as well as scientific and high-efficient construction management in Dongba Hydropower Station construction are introduced in this paper and serve as a reference for similar projects.
文章介绍了洞巴水电站面板坝工程关键施工技术措施和科学、高效能的施工管理以供同行参考。
5) concrete-faced rockfill dam
面板坝
1.
Take one concrete-faced rockfill dam for example, the numerical simulation for seepage field of the dam is done with the common finite element program ADINA,and calculates the seepage flow of the dam under many different situations.
以某面板堆石坝为例,利用ADINA通用软件对大坝的渗流场进行了有限元数值模拟,计算了大坝在多种不同工况下的渗流情况,分析了面板坝建基面垫层铺盖的渗流系数对大坝渗流的影响,并且对坝在垫层铺盖系数选取方面提出了一些建议。
2.
In this paper 3 Concrete-faced Rockfill Dam (CFRD), Gouhou Dam, Zhushuqiao Dam and Chengping Dam in China are taken to discuss the importance of drainage and filtration.
本文以沟后、株树桥和成屏三座面板坝的实例探讨了面板坝排水和反滤作用的重要性。
6) crack on dam surface
坝面裂缝
补充资料：奥三面坝
奥三面坝 |
Okumiomote Dam |
| 概 述 |
| 奥三面坝位于日本新泻县岩船郡朝日村、三面川水系(Miomotegawa)三面川上，地处磐梯朝日国立公园内。非对称式抛物线混凝土拱坝，最大坝高116m，水库总库容1.255亿m3。工程目的为防洪和发电，兼有减轻下游洪水危胁和维持河道正常功能作用。电站最大装机容量34.5万kW。1981年开工，预计2001年竣工。 |