某水电站碾压混凝土坝三维非线性有限元分析  

Study on a Water Power Station's Roller Compacted Concrete Dam by Three-dimensional Nonlinear Finite Element Method

作　　者：余卫平[1] 耿克勤[1] 汪小刚[1] 杨健[1] 

机构地区：[1]中国水利水电科学研究院,北京100044

出　　处：《水利与建筑工程学报》2006年第2期6-10,共5页Journal of Water Resources and Architectural Engineering

基　　金：国家自然科学基金雅砻江水电开发联合研究基金重点资助项目(50539100)

摘　　要：针对厂坝联合、横缝灌浆和高地震烈度等特殊工程背景,采用三维非线性有限元方法,对某水电站碾压混凝土坝进行了应力变形分析和抗滑稳定分析。并采用超载法得出了大坝整体抗滑稳定安全系数。分析计算结果认为,各个工况下的应力变形的大小和分布规律基本合理,其抗滑稳定性总体上是有保证的。厂坝联合和横缝灌浆可以显著提高坝体整体的抗变形能力以及抗滑稳定性,提高坝体的整体抗震性能。In order to improve the dam＇s global stability under the engineering background of high earthquake intensity and complicated geologic condition, the dam and power plant are combined together. The roller compacted concrete （RCC） dam＇s stress, displacement and stability against sliding are studied by three-dimensional elastoplastic finite element analysis. And the safety factor of global stability is got by overload method. The fi- nite element calculation result shows that the value, including the distribution, of stress and displacement on dam is rational and the dam＇s stability against sliding is sound in the mass. Added to these, the result also shows that the engineering measures including transverse joint grouting and combination of hydropower plant and dam have greatly improved the capacity of resisting deformation, stability against sliding of the dam and its seismic restraint performance.

关 键 词：水利水电工程 碾压混凝土坝 厂坝联合 抗滑稳定 高地震烈度 三维有限元 

分 类 号：TV642.1[水利工程—水利水电工程] TB115[理学—数学]