| 沈家祠堂滑坡稳定性分析 |
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| 引用本文： | 邓争荣.沈家祠堂滑坡稳定性分析[J].长江工程职业技术学院学报,2003,20(1):31-33. |
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| 作者姓名： | 邓争荣 |
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| 作者单位： | 长江水利委员会第六工程勘测院,湖北,赤壁,437302 |
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| 摘 要： | 结合三峡工程库区移民迁建新址沈家祠堂滑坡基本特征及建设用地状况，对滑坡稳定性进行了宏观的分析与正反演分析计算，提出了滑坡治理方案，为防治设计提供了地质依据。
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| 关 键 词： | 沈家祠堂 滑坡 稳定性分析 |
| 文章编号： | 1009-0908(2003)01-0031-03 |
| 修稿时间： | 2002年5月23日 |
Stability Analysis of the Landslide in Shengjiacitang |
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| DENG Zheng-rong.Stability Analysis of the Landslide in Shengjiacitang[J].Journal of Changjiang Engineering Vocational College,2003,20(1):31-33. |
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| Authors: | DENG Zheng-rong |
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| Abstract: | Combined with the basic characteristic of the landslide in Shengjiacitang, a new site for the migrant in the Three Gorges reservoir region, and the situation of the construction land, stability of the landslide is micro-analyzed and both pesitively and negatively calculated. The plan to treat the landslide is suggested, which provides a geological basis to preventive treatment design. |
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| Keywords: | Shengjiacitang landslide stability analysis |
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