| 墨江县泗南江乡政府驻地滑坡成因及其稳定性分析 |
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| 引用本文： | 郭美华.墨江县泗南江乡政府驻地滑坡成因及其稳定性分析[J].云南地质,2014(2):273-278. |
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| 作者姓名： | 郭美华 |
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| 作者单位： | 云南地矿总公司(集团)普洱地质勘察院,云南普洱市665000 |
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| 摘 要： | 2009年7月1日、8月5日,受连降暴雨影响,云南墨江县某电站导流洞发生洪灾,洪水以900m3/s、1 600m3的流量相继直冲对岸泗南江乡政府驻地,导致临江岸塌岸、滑坡.本文在此就该滑坡的形成、变形特征、稳定性进行基本探讨.
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| 关 键 词： | 次生地质灾害 滑坡 基本特征 稳定性 云南墨江 |
THE GENESIS AND STABILITY ANALYSIS OF SLIDE AT SINANJIANG TOWNSHIP GOVERNMENT SITE,MOJIANG |
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| GUO Mei-hua.THE GENESIS AND STABILITY ANALYSIS OF SLIDE AT SINANJIANG TOWNSHIP GOVERNMENT SITE,MOJIANG[J].Yunnan Geology,2014(2):273-278. |
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| Authors: | GUO Mei-hua |
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| Affiliation: | GUO Mei-hua (Puer Geoexploration Institute, Yunnan General Company (Group) of Geology ＆ Mineral Resources, Puer 665000) |
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| Abstract: | The water tunnel flood disaster of a power station in Mojiang, Yunnan because of the continuous storm on Jul 1, Aug 5 in 2009. The flood flow amount 900m3/s, 1 600m3/s, successively, directly pounded Sinanjiang township government site on the opposite bank, resulted in the bank collapse, slide. In this paper, we have a basic probe into the formation, deformation feature and stability of this slide. |
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| Keywords: | Secondary Geological Disaster Slide Basic Feature Stability Mojiang Yunnan |
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