| 右江百色RCC重力坝坝基稳定三维地质力学模型试验研究 |
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| 引用本文： | 李朝国 胡成秋. 右江百色RCC重力坝坝基稳定三维地质力学模型试验研究[J]. 红水河, 1997, 16(2): 1-6 |
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| 作者姓名： | 李朝国 胡成秋 |
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| 作者单位： | 四川联合大学水电学院水科所 |
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| 摘 要： | 采用三维地质力学模型试验方法，强用强度储备与超载相结合的概念，在同一模型上完成坝基稳定的破坏试验，探讨百色重力坝河槽右侧两个非溢流坝段坝基破坏秩稳过程，机理及特征，得出了综合稳定安全度，并提出了相应的结论与建议。
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| 关 键 词： | 坝基稳定 碾压混凝土 重力坝 地质力学 模型试验 |
The Study on Experiments of a Three Dimensional Geological Mechanics Model for the Foundation Stability of Baise RCC Gravity Dam on the Right River |
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| Li Chaoguo Hu Chengqiu. The Study on Experiments of a Three Dimensional Geological Mechanics Model for the Foundation Stability of Baise RCC Gravity Dam on the Right River[J]. Hongshui River, 1997, 16(2): 1-6 |
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| Authors: | Li Chaoguo Hu Chengqiu |
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| Affiliation: | Sichuan Union University |
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| Abstract: | In this paper,the method of a 3-D geological mechanics model test combined with the concept of overload and intensity reserve is inrtoduced The synthetical method test of foundation stability of two dam blocks for the Baise gravity dam has been realized in this model The failure process,mechanism and configuration of the dam foundation has been explored A safety degree index of synthetical stability and relative conclusions and suggestions have also heen presented |
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| Keywords: | dam foundation stability RCC gravity dam geological mechanic model test synthetical method synthetical stability safety degree |
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