| 某高速公路K37段滑坡稳定性和形成机理分析 |
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| 引用本文： | 王辉,刘长平.某高速公路K37段滑坡稳定性和形成机理分析[J].交通标准化,2011(20):36-39. |
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| 作者姓名： | 王辉 刘长平 |
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| 作者单位： | 安徽省交通规划设计研究院地勘分院,安徽合肥,230088 |
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| 摘 要： | 通过对某段滑坡工程地质背景和滑坡要素的特征论述,分析了滑坡的稳定性和形成的机理,强调在边坡设计中应加强工程地质的勘察工作,特别是软弱结构面如断层的勘察,尽量避免滑坡的发生。
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| 关 键 词： | 高速公路 滑坡 稳定性 形成机理 |
Landslide Stability and Forming Mechanism of K37 Section of One Expressway |
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| WANG Hui,LIU Chang-ping.Landslide Stability and Forming Mechanism of K37 Section of One Expressway[J].Communications Standardization,2011(20):36-39. |
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| Authors: | WANG Hui LIU Chang-ping |
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| Institution: | WANG Hui,LIU Chang-ping(Anhui Communications Consulting & Design Institute,Geological Exploration Branch,Hefei 230088,China) |
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| Abstract: | Based on the engineering geology background of one section of landslide and characteristics of landslide elements,this paper analyzes the landslide stability and forming mechanism,emphasizes that the survey of engineering geology should be strengthened in the slope design,especially weak structural plane,in order to avoid the landslide. |
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| Keywords: | expressway landslide stability forming mechanism |
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