| 中小型水库库岸失稳机理分析及其稳定性评价方法 |
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| 引用本文： | 崔中兴,宋克强,仵彦卿,胡高社.中小型水库库岸失稳机理分析及其稳定性评价方法[J].西安理工大学学报,2000,16(1):37-41. |
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| 作者姓名： | 崔中兴 宋克强 仵彦卿 胡高社 |
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| 作者单位： | 1. 西安理工大学水利水电学院,陕西,西安,710048
2. 西安工程学院 |
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| 基金项目： | 中国科学院科学基金资助项目 |
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| 摘 要： | 西北地区中小型水库的离岸破坏有滑坡和崩塌两种基本形式，在大量调查研究的基础上，对中小型水为听特点与库岸的稳定关系进行了研究，并针对各水库的实际运用情况，分析了库岸的失稳机理，提出了几种不同型式岸坡稳定性评价的计算方法。计算结果与实际情况吻合。
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| 关 键 词： | 滑坡 崩塌 中小型水库 离岸失稳机理 稳定性评价 |
| 修稿时间： | : |
The Mechanism Analysis of Reservoir Bank Unstability and Its Assessment Method for Stability of Middle- and Small-Sized Reservoirs |
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| CUI Zhong-xing,SONG Ke-qiang,WU Yan-qing,HU Gao-she.The Mechanism Analysis of Reservoir Bank Unstability and Its Assessment Method for Stability of Middle- and Small-Sized Reservoirs[J].Journal of Xi'an University of Technology,2000,16(1):37-41. |
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| Authors: | CUI Zhong-xing SONG Ke-qiang WU Yan-qing HU Gao-she |
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| Abstract: | Landslide and collapse are two basic types of destruction along the banks of middle and small sized reservoirs in the northwestern regions. Based on the large number of site investigations, the relationship between the bank stability and the middle and small sized reservoir behaviors are studied, and the unstability mechanism of the reservoir bank is also analysed in the case of actual operating conditions of each reservoir. The calculation method for the evaluation of the bank slope stability of several types is proposed. It is found that the calculated results are in coincidence with the realities. |
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| Keywords: | unstability mechanism landslide collapse |
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