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青铜峡大坝电站坝段变形性态及裂缝物理成因分析
引用本文:吴子平,吴中如,顾冲时,马福恒.青铜峡大坝电站坝段变形性态及裂缝物理成因分析[J].水电自动化与大坝监测,2001,25(1):25-27,45.
作者姓名:吴子平  吴中如  顾冲时  马福恒
作者单位:河海大学水利水电工程学院, 南京 210098
摘    要:在青铜峡大坝电站 5号坝段原型观测资料分析基础上 ,应用三维有限元方法对坝体结构进行分析计算 ,采用多种监控模型和分析方法 ,综合考虑多种影响因素 ,对裂缝成因进行分析。并对大坝进行了综合分析和安全评价 ,为大坝安全监控提供了依据

关 键 词:青铜峡大坝  监控模型  裂缝成因分析  安全评价
修稿时间:2000年8月1日

ANALYSIS ON DEFORMATION BEHAVIOR AND PHYSICAL GENETICS OF CRACKSIN QINGTONGXIA POWERHOUSE BLOCKS
Wu Ziping,Wu Zhongru,Gu Chongshi,Ma Fuheng.ANALYSIS ON DEFORMATION BEHAVIOR AND PHYSICAL GENETICS OF CRACKSIN QINGTONGXIA POWERHOUSE BLOCKS[J].HYDROPOWER AUTOMATION AND DAM MONITORING,2001,25(1):25-27,45.
Authors:Wu Ziping  Wu Zhongru  Gu Chongshi  Ma Fuheng
Abstract:The data observed during the operation of No. 5 block of Qingtongxia Powerhouse are analyzed. The block is analyzed by means of the three dimensional finite element method. Considering the effects of several factors, a genetic analysis of cracks in the block is done with several monitoring models. The results from the models provide a basis for comprehensive analysis and safety evaluation of the large dam and for the monitoring of dam safety.
Keywords:Qingtongxia dam  monitoring model  genetic analysis  safety evaluati@
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