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高碾压混凝土拱坝结构特性试验研究
引用本文:张林,李朝国,胡成秋.高碾压混凝土拱坝结构特性试验研究[J].四川大学学报(工程科学版),1995(6).
作者姓名:张林  李朝国  胡成秋
作者单位:成都科技大学水电学院
摘    要:本文结合沙牌碾压混凝土拱坝坝体设置三条诱导缝,坝体设置周边应力释放缝,坝体不设缝的三种情况,进行了整体结构模型试验。分析了坝体的应力、变形及破坏特性,为工程的设计和施工提供了参考依据.

关 键 词:碾压混凝土拱坝  诱导缝  周边应力释放缝  无缝  结构模型试验

The Study on Experiments of Structural Properties of the High R C C Arch Dam
Zhang Lin, Li Chaoguo, Hu Chengqiu.The Study on Experiments of Structural Properties of the High R C C Arch Dam[J].Journal of Sichuan University (Engineering Science Edition),1995(6).
Authors:Zhang Lin  Li Chaoguo  Hu Chengqiu
Affiliation:Zhang Lin; Li Chaoguo; Hu Chengqiu
Abstract:In this Paper,On the basis of three plans on experiments of whole Structural models with three cracks mducers,peripheral stress release crack and no crack of the Shapai R C C arch dam are mrestigated. The stresses and deflections of dam mass and their failure properties have been obtained. The references of design and construction of the projct have been presented.
Keywords:R C C arch dam  crack inducer peripheral stress release crack  no crack  experiment of whole structural models  
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