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《Journal of Water Resources and Architectural Engineering》 2006-02
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Study on a Water Power Station's Roller Compacted Concrete Dam by Three-dimensional Nonlinear Finite Element Method

YU Wei-ping,GENG Ke-qin,WANG Xiao-gang,YANG Jian(China Institute of Water Resources and Hydropower Research,Beijing 100044,China)  
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 finite 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.
【Fund】: 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)
【CateGory Index】: TV642.2
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1 YUAN Ju-wei 1,DU Cheng-bin 1,HONG Yong-wen 2 (1.College of Civil Engineering,Hohai University,Nanjing 210098,China;2.Kunming Hydroelectric Investigation,Design and Research Institute,CHECC,Kunming 650051,China);Static and dynamic anti-sliding stability of the powerhouse section of a gravity dam under combined effects of powerhouse and dam[J];Journal of Hohai University(Natural Sciences);2008-02
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1 LI Jian-wei1,MIAO Long-de1,WANG Guo-qiang2,FAN Cheng-cun1,LI Ming1(1.Xi'an University of Technology,Xi'an,Shaanxi 710048,China;2.15 TH Bureau of China Hydropower,Xi'an,Shaanxi 710068,China);Application of Concrete Face Wall in Roller Compacted Concrete Gravity Dam[J];Journal of Water Resources and Architectural Engineering;2008-03
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