某民用机场滑坡稳定性分析
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摘要
鉴于机场建设的特殊性,通过大量现场工程地质勘察,对滑坡特征进行全面分析,并对滑坡稳定性做定量计算,认为该滑坡在天然状态下处于基本稳定状态,在地震、暴雨状态下处于不稳定~极限平衡状态,有必要对滑坡进行治理。
In light of the specialty of the airport construction,through site engineering geology survey,the paper comprehensively analyzes the slope characteristics,makes quantitative analysis on the slope stability,and finally draws some conclusions,such as the slope lies in stable condition under natural conditions,the slope lies in instable-ultimate balancing conditions under the earthquake and storm conditions,it is necessary to deal with the slope.
引文
[1]张倬元.工程地质分析原理[M].北京:地质出版社,1981.
    [2]阳友奎,周迎庆.坡面地质灾害柔性防护的理论与实践[M].北京:科学出版社,2005.
    [3]殷坤龙,张贵荣.滑坡灾害风险分析[M].北京:科学出版社,2010.
    [4]王念秦,罗东海,姚勇.滑坡综治方案的模糊决策[J].西安科技大学学报,2009,29(6):731-736.

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