| 综合法与超载法在沙牌RCC拱坝坝肩稳定分析中的应用 |
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| 引用本文： | 李朝国,陆金池,张林,胡成秋.综合法与超载法在沙牌RCC拱坝坝肩稳定分析中的应用[J].四川大学学报(工程科学版),1997(3). |
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| 作者姓名： | 李朝国 陆金池 张林 胡成秋 |
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| 作者单位： | 四川联合大学水利工程系 |
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| 摘 要： | 本文结合四川沙牌ＲＣＣ拱坝坝肩稳定三维地质力学模型试验，着重分析了由综合法与超载法所得试验成果的异同点及其成果的适用性，探讨了由两种试验方法求得的安全系数间的相互关系，提出了采用何种试验结果作为确定工程加固处理范围的依据等结论
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| 关 键 词： | 综合法 超载法 地质力学模型 碾压混凝土拱坝 坝肩稳定 |
Application of Synthetical Measure & Overloading in the Analysis of the Experiment of Abutment Stability of Shapai RCC Arch Dam |
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| Li Chaoguo,Lu Jinchi,Zhang Lin,Hu Chengqiu.Application of Synthetical Measure & Overloading in the Analysis of the Experiment of Abutment Stability of Shapai RCC Arch Dam[J].Journal of Sichuan University (Engineering Science Edition),1997(3). |
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| Authors: | Li Chaoguo Lu Jinchi Zhang Lin Hu Chengqiu |
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| Affiliation: | Li Chaoguo Lu Jinchi Zhang Lin Hu Chengqiu |
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| Abstract: | Combined with the three dimensions geological mechanics model experiment of the abutment stability of Sichuan Shapai RCC arch dam, the differences and similarities between the test results of Synthetical Measure and Over-loading as well as the possibility of application there of were emphatically analycised in the article. Also,the relation between the safety coeffcients respectively got from the above two methods was discussed. Finally,the conclusion was reached, which was determining the treatment scope of the project is according to which test result you take. |
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| Keywords: | synthetical method Over-loading method RCC arch dam geological mechanics model abutment stability |
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