| 美姑河某水电站库区岸坡稳定性研究 |
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| 引用本文： | 尹洪峰,薄景山,裴向军.美姑河某水电站库区岸坡稳定性研究[J].长春工程学院学报(自然科学版),2008,9(3):56-58. |
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| 作者姓名： | 尹洪峰 薄景山 裴向军 |
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| 作者单位： | 中国地震局,工程力学研究所,北京,100000;东北电力设计院,长春,130033;防灾科技学院,北京,101601;成都理工大学,成都,610059 |
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| 摘 要： | 蓄水往往是导致库岸失稳的主要激发因素，通过对美姑河某水电站库岸斜坡的工程地质条件分析，并采用有限单元法针对不同工况进行数值模拟。
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| 关 键 词： | 数值模拟 稳定性 有限元法 |
The stability study of reservoir shore slope about hydraulic power plant of Mei-gu River |
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| YIN Hong-feng,BO Jing-shan,PEI Xiang-jun.The stability study of reservoir shore slope about hydraulic power plant of Mei-gu River[J].Journal of Changchun Institute of Technology(Natural Science Edition),2008,9(3):56-58. |
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| Authors: | YIN Hong-feng BO Jing-shan PEI Xiang-jun |
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| Institution: | YIN Hong-feng,et al. (Earthquake Administration, Beijing 100000, China) |
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| Abstract: | Usually water-holding is the main factor to cause loss stability of the reservoir shore.This paper analyzes the engineering geology condition of shore slope in this region and carries on numerical imitation according to the different work condition with the limi-ted unit method.The result of evaluation and prediction is satisfied.It is stable for the reservoir shore during construction and operation. |
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| Keywords: | numerical imitation stability finite el-ement method |
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