摘要
贵州省白马山水库大坝是一座混凝土砌毛石重力单曲拱坝,最大坝高48 m,采用ADAO拱坝分析与优化软件,对坝体结构、应力变形、坝肩稳定性等进行了分析。调整了设计方案,使坝体设计方案满足SL25-2006和SL282-2003等技术规范要求。
Baima mountain reservoir dam of Guizhou province is a single concrete gravity arch dam with a maximum height of 48 meters, which built by laying stones rubble by masonry technique. This article analyzes the dam body structure, stress deformation and dam abutment stability by adopting analogy method and combining ADAO arch dam analysis and optimization software, it adjusts the design scheme of dam body to satisfy the requirement of SL25-2006 and SL282-2003 technical specification.
出处
《黄河水利职业技术学院学报》
2014年第3期1-3,共3页
Journal of Yellow River Conservancy Technical Institute
关键词
贵州省
白马山水库
砌石拱坝
参数分析
方案优化
Guizhou province
Baima mountain reservoir
stone-laying arch dam
parameter analysis
scheme optimization
