| 雷达岗滑坡形成机理及稳定性分析 |
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| 引用本文： | 樊玉敬,钱龙,刘硕,梁小勇.雷达岗滑坡形成机理及稳定性分析[J].河北工业科技,2013,30(2):63-65. |
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| 作者姓名： | 樊玉敬 钱龙 刘硕 梁小勇 |
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| 作者单位： | 河北省环境地质勘查院;河北科技大学建筑工程学院 |
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| 基金项目： | 国家自然科学基金资助项目(51274079) |
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| 摘 要： | 在详述雷达岗滑坡形成机理基础上,对该滑坡在多种工况下的稳定性进行了计算。结果表明,Ⅰ号滑坡均处于稳定状态,Ⅱ号滑坡在饱和工况条件下整体稳定,局部(上部)坡体欠稳定。研究结果为该滑坡的防治提供了重要的依据。
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| 关 键 词： | 滑坡 地震 形成机理 稳定性 |
Formation mechanism and stability of Leidagang landslide |
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| FAN Yujing,QIAN Long,LIU Shuo and LIANG Xiaoyong.Formation mechanism and stability of Leidagang landslide[J].Hebei Journal of Industrial Science & Technology,2013,30(2):63-65. |
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| Authors: | FAN Yujing QIAN Long LIU Shuo and LIANG Xiaoyong |
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| Institution: | 1.Environmental Geological Exploration Institute of Hebei Province,Shijiazhuang Hebei 050021,China;2.School of Civil Engineering,Hebei University of Science and Technology,Shijiazhuang Hebei 050018,China) |
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| Abstract: | The formation mechanism of Leidagang landslide was analyzed,and the stability was calculated under different loading conditions.The results show that landslide Ⅰ is in steady state,while under saturation condition landslide Ⅱ is in global stability except local(upper) slope being unstable.The conclusion provides important basis for the treatment of the Leidagang landslide. |
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| Keywords: | landslide earthquake formation mechanism stability |
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