| 某水电站巨型顺层滑坡稳定性评价 |
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| 引用本文： | 李正顺,唐兴君,石豫川.某水电站巨型顺层滑坡稳定性评价[J].山西建筑,2007,33(32):97-98. |
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| 作者姓名： | 李正顺 唐兴君 石豫川 |
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| 作者单位： | 1. 成都理工大学环境与土木工程学院,四川,成都,610059
2. 中国水电顾问集团华东水电勘测设计研究院,浙江,杭州,310014 |
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| 摘 要： | 在搜集地质测绘、勘察及岩土试验等资料的基础上,深入分析认识了滑坡的地形地貌、地层岩性、构造、水文地质等状况,分析了滑坡的成因机制,并对滑坡的稳定性进行了评价,以保证水库的正常运营以及非常供水状况下的安全要求。
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| 关 键 词： | 顺层滑坡 成因机制 稳定性分析 |
| 文章编号： | 1009-6825（2007）32-0097-02 |
| 修稿时间： | 2007-06-08 |
Analysis on the bedding giant slide stability in a hydropower station |
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| LI Zheng-shun,TANG Xing-jun,SHI Yu-chuan.Analysis on the bedding giant slide stability in a hydropower station[J].Shanxi Architecture,2007,33(32):97-98. |
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| Authors: | LI Zheng-shun TANG Xing-jun SHI Yu-chuan |
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| Affiliation: | LI Zheng-shun TANG Xing-jun SHI Yu-chuan |
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| Abstract: | On the basis of such information of the geological mapping,geological exploration and rock tests,know the shape,lithology,structural characteristics and geohydrologic characteristics of the slide.The mechanism of origin cause of formation of the slide and the stability of the slide are analyzed,in order to guarantee normal operation of reservoir and its safety requirements under the condition of improper water supply. |
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| Keywords: | bedding slide mechanism of origin cause of formation analysis of stability |
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