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隧道冒顶塌方的结构稳定性分析及处治措施
引用本文:贾艳领,刘立博,周勇狄.隧道冒顶塌方的结构稳定性分析及处治措施[J].西部交通科技,2011(5):81-85.
作者姓名:贾艳领  刘立博  周勇狄
作者单位:1. 广西交通科学研究院,广西南宁,530007
2. 石家庄交通勘察设计院,河北石家庄,050071
3. 广西交通科学研究院,广西南宁530007;长安大学公路学院,陕西西安710064
摘    要:文章基于河南某隧道工程的冒顶塌方情况及其主客观原因,通过建立有限元数值分析模型,模拟分析了隧道通过冒顶塌方段的结构稳定性及施工力学行为,并提出了相应的处治措施,为今后隧道的冒顶塌方施工提供了依据。

关 键 词:隧道  冒顶塌方  结构稳定性  处治措施

Structure Stability Analysis and Countermeasure for Roof Caving Landslide in Tunnels
JIA Yan-ling,LIU Li-bo,ZHOU Yong-di.Structure Stability Analysis and Countermeasure for Roof Caving Landslide in Tunnels[J].Western China Communication Science & Technology,2011(5):81-85.
Authors:JIA Yan-ling  LIU Li-bo  ZHOU Yong-di
Institution:JIA Yan-ling1,LIU Li-bo2,ZHOU Yong-di1,3(1.Guangxi Transportation Research Institute,Nanning,Guangxi,530007,2.Shijiazhuang Transportation Investigation and Design Institute,Shijiangzhuang,Hebei,050071,3.Highway school,Chang'an University,Xi'an,Shanxi,710064)
Abstract:Based on the roof caving landslide and its cause in one tunnel construction in Henan,the article analyzes the structure stability and construction force behavior through building a finite element analysis model.It also proposes the corresponding countermeasure,which provides evidence for future construction.
Keywords:Tunnel  Roof caving landslide  Structure stability  Countermeasure  
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