人民长江
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孙大伟,陈云,褚娜娜
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SUN Dawei, CHEN Yun, CHU Nana
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摘要: 江苏宜兴抽水蓄能水电站水库大坝为带坝趾挡墙的面板混合堆石坝,因建在倾斜的、有深长冲沟的不平整陡坡基岩上,其施工期和蓄水期的安全备受关注。采用自编的网格自动生成程序,依据复杂的地形条件CAD图,生成了含有不平整陡坡、坝体、两侧为圆弧型的面板、坝趾挡墙、抗滑桩的三维复杂网格。基于加速计算技术,对该坝的应力变形进行了三维非线性有限元分析。计算得到了坝体、面板、挡墙的变形和应力分布。计算结果表明该坝的变形和应力满足安全要求。研究成果为建在陡坡上的贴坡型面板堆石坝的设计和施工提供了依据。
关键词: 贴坡型面板堆石坝, 混合坝, 应力分布, 有限元网格, 有限元分析
Abstract: A CFRD, Yixing Pumping Power Station in Jiangsu Province, with a dam toe retaining wall is built on a steep slope rock base, where the topography is a long and deep gully. Therefore, the dam safety during construction period and after impoundment is attracting more attention. In this paper, according to the complex topographic condition CAD files, a three-dimensional finite element mesh including steep slope, dam body, arc type face slab on sides, toe retaining wall and anti-slide pile were generated by the self-compiled mesh automatic generation program. Based on speed-up computation techniques, the nonlinear three-dimensional finite element analysis was carried out, and the deformation and stress distribution of the dam body, concrete face slab and the retaining wall were obtained. The calculated results indicate that the deformation and stress of the concrete face rockfill dam meet the safety requirements, which provides a basis for the design and construction of the CFRD built on slope rock base in long and steep gully.
Key words: CFRD built on rocky slope, hybrid CFRD, stress distribution, finite element mesh, finite element analysis;
孙大伟,陈云,褚娜娜. 陡坡上带坝趾挡墙的混合坝应力变形分析[J]. 人民长江, doi: 10.16232/j.cnki.1001-4179.2020.06.024.
SUN Dawei, CHEN Yun, CHU Nana. Stress deformation analysis on hybrid CFRD on steep slope with dam toe retaining wall[J]. , doi: 10.16232/j.cnki.1001-4179.2020.06.024.
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http://www.rmcjzz.com/CN/Y2020/V51/I6/137