隧道二次衬砌结构验算与裂缝原因分析

    Tunnel Secondary Lining Structure Checking and Crack Reason Analysis

    • 摘要: 通过对国内外隧道设计中关于二次衬砌承担荷载比例的讨论,按照二次衬砌承受全部荷载的70%,初期支护与围岩共同承担荷载30%的原则,基于荷载-结构法建立有限元模型,用其计算了某隧道工程二次衬砌设计的结构安全性,分析了工程中二次衬砌出现裂缝的原因。

       

      Abstract: By discussing the secondary bearing load ratio of domestic and overseas tunnel design,according to the 70% bearing load of secondary lining,the principle of 30% bearing load of preliminary bracing and wall rock,the FEM based on load-structure method,it calculates the structure safety of a tunnel secondary lining design,analyzes the reasons of secondary lining crack.

       

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