| 广元市凤凰山公园滑坡稳定性分析 |
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| 引用本文： | 叶晓华,肖尤元,金美喜.广元市凤凰山公园滑坡稳定性分析[J].地质灾害与环境保护,2011,22(4):56-60,77. |
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| 作者姓名： | 叶晓华 肖尤元 金美喜 |
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| 作者单位： | 四川九○九建设工程有限公司,江油,621701 |
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| 摘 要： | 该滑坡为土质小型滑坡,为治理滑坡提供依据,在讨论滑坡基本特征的基础上,采用极限平衡法计算滑坡稳定系数。计算结果表明自重条件下滑坡处于稳定状态;自重和暴雨条件下滑坡处于稳定、欠稳定和不稳定多种状态。
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| 关 键 词： | 凤凰山公园 滑坡 极限平衡法 稳定系数 |
STABILITY OF THE LANDSLIDE AT FENGHUANGSHAN PARK IN GUANGYUAN |
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| Ye Xiao-hua
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Xiao You yuan
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Jin Mei-xi.STABILITY OF THE LANDSLIDE AT FENGHUANGSHAN PARK IN GUANGYUAN[J].Journal of Geological Hazards and Environment Preservation,2011,22(4):56-60,77. |
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| Authors: | Ye Xiao-hua Xiao You yuan Jin Mei-xi |
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| Institution: | (Sichuan 909th construction engineering Co.,LTD,Jiangyou 621701,China) |
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| Abstract: | The landslide,a small soil type,is investigated to obtain a basis for its control and treatment.In accordance with its basic charateristics,its stability coefficients are calculated with the Limit equilibrium method.The calculations indicate its stability in condition of its own weight and its stability,understability,or instability possibility in condition of its own weight plus rainstorm. |
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| Keywords: | Fenghuangshan Park landslide limit equilibrium method stability coefficient |
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