| 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, 0(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, 0(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 |
| 本文献已被 CNKI 等数据库收录！ |
