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蒋树屏, 李建军. 公路隧道前置式洞口工法的三维数值分析[J]. 岩土工程学报, 2007, 29(4): 484-489.
引用本文: 蒋树屏, 李建军. 公路隧道前置式洞口工法的三维数值分析[J]. 岩土工程学报, 2007, 29(4): 484-489.
JIANG Shuping, LI Jianjun. 3D simulation and analysis of highway tunnels by use of advanced entrance construction method[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 484-489.
Citation: JIANG Shuping, LI Jianjun. 3D simulation and analysis of highway tunnels by use of advanced entrance construction method[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 484-489.

公路隧道前置式洞口工法的三维数值分析

3D simulation and analysis of highway tunnels by use of advanced entrance construction method

  • 摘要: 以宁(南京)淮(安)高速公路老山公路隧道为依托,对洞口前置式洞口施工过程的力学行为进行了三维数值模拟,分析了洞口段围岩和前置式支护结构体的位移场、应力。计算结果表明:前置支护结构及两洞间土体对洞口山体的支撑作用明显,既可大大减少洞口的边、仰坡开挖量保护洞口环境,又能有利于洞口段稳定和洞口施工安全。

     

    Abstract: The construction process of advanced entrance of highway tunnel was simulated,and the stress and displacement in surrounding rock and advanced support structure were analyzed based on the actual conditions of Laoshan highway tunnel located on Nanjing-Huaian Highway.It was shown that the advanced support structure and soil body between the two tunnels had good effect on the slope stability of mountain.The construction of advanced entrance of highway tunnel was beneficial not only to the reduction of the amount of slope excavation but also to the stability and safety of the tunnel entrance.

     

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