| 高拱坝整体稳定地质力学模型试验研究 |
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| 引用本文： | 周维垣,杨若琼,刘耀儒,林鹏. 高拱坝整体稳定地质力学模型试验研究[J]. 水力发电学报, 2005, 24(1): 53-58,64 |
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| 作者姓名： | 周维垣 杨若琼 刘耀儒 林鹏 |
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| 作者单位： | 清华大学水利水电工程系,北京,100084;清华大学水利水电工程系,北京,100084;清华大学水利水电工程系,北京,100084;清华大学水利水电工程系,北京,100084 |
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| 摘 要： | 在保证大坝稳定设计时，除了数值模拟方法外，对高坝还应当进行地质力学模型试验。本文叙述了地质力学模型试验的工程意义，列举了多个地质力学模型试验实例，并对试验方法及安全系数做了分析。
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| 关 键 词： | 水工结构 地质力学模型试验 拱坝 稳定分析 |
Research on geomechanical model of rupture tests of arch dams for their stability |
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| ZHOU Weiyuan,YANG Ruoqiong,LIU Yaoru,LIN Peng. Research on geomechanical model of rupture tests of arch dams for their stability[J]. Journal of Hydroelectric Engineering, 2005, 24(1): 53-58,64 |
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| Authors: | ZHOU Weiyuan YANG Ruoqiong LIU Yaoru LIN Peng |
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| Abstract: | Numerical analysis is needed for dam stability and except this, model tests are more important for evaluation of dam stability. Engineering significance of geomechanical model of rupture tests for dam stability is presented in this paper.Many cases studies for large dams are carried out from Tsinghua University in past years. |
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| Keywords: | hydraulic structure geomechanical model of rupture test arch dam stability analysis |
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