| 通透式拱梁隧道结构稳定性研究 |
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| 引用本文： | 张胜,刘志楠.通透式拱梁隧道结构稳定性研究[J].交通标准化,2009(9):38-42. |
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| 作者姓名： | 张胜 刘志楠 |
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| 作者单位： | 安徽省交通规划设计研究院,安徽合肥230031 |
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| 摘 要： | 针对一种新型隧道结构型式——通透式拱梁隧道，采用简化三维数值模型．对不同施工过程中围岩和结构物的变形与应力分布特征进行分析研究．研究成果对通透式拱梁隧道设计方案的优化具有显著的指导意义。
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| 关 键 词： | 通透 隧道 结构稳定性 |
Structural Stability of Permeable Tunnel with Ribbed Arch Beam |
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| ZHANG Sheng,LIU Zhi-nan.Structural Stability of Permeable Tunnel with Ribbed Arch Beam[J].Communications Standardization,2009(9):38-42. |
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| Authors: | ZHANG Sheng LIU Zhi-nan |
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| Institution: | Anhui Communications Consulting & Design Institute;Hefei 230031;China |
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| Abstract: | In allusion to a new type of structure that permeable tunnel with ribbed arch beam,the deformation characteristics and stress distribution rules of surrounding rock and structures are analyzed via a simplified three-dimensional numerical model.The research fruits have distinct guidance meaning to the optimization of design scheme of permeable tunnel with ribbed arch beam. |
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| Keywords: | transparent tunnel structural stability |
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