| 青海哈那里滑坡稳定性研究 |
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| 引用本文： | 胡莹.青海哈那里滑坡稳定性研究[J].工程地质学报(英文版),2006,14(3):295-300. |
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| 作者姓名： | 胡莹 |
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| 作者单位： | 青海大学建工系,西宁810016 |
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| 摘 要： | 通过对哈那里滑坡工程地质勘察,查明了该滑坡由9个滑坡体共同组成,研究了各滑坡体的性质、特征和分类。在此基础上,按稳定性系数对哈那里滑坡稳定性进行了评价。
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| 关 键 词： | 哈那里 滑坡 稳定系数 稳定性评价 |
| 文章编号： | 1004-9665/2006/14（03）-0295-06 |
| 收稿时间： | 2005-08-11 |
| 修稿时间： | 2005-11-07 |
STABILITY ASSESSMENT OF A LANDSLIDE AT HANALI IN QINGHAI |
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| HU Ying.STABILITY ASSESSMENT OF A LANDSLIDE AT HANALI IN QINGHAI[J].Journal of Engineering Geology,2006,14(3):295-300. |
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| Authors: | HU Ying |
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| Institution: | Department of architectural engineering,Qinghai university,Xining810016 |
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| Abstract: | This paper presents a stability assessment of the landslide occurred at Hanali.The field geological investigation has shown that the Hanali landslide was composed of nine parts.The characteristics and classification of each of the nine landslide parts were studied.On the basis of the field investigation,a theoretical stability assessment of the Hanali landslide is carried out according to the stability coefficients.The stability coefficient is deduced in this paper. |
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| Keywords: | Landslide Stability coefficient Stability assessment |
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