小净距隧道拓宽前后围岩应力应变分析
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重庆市科技攻关重点资助项目(cstc2012gg-yyjsB40006);中国住房与城乡建设部2012年科学技术项目(2012-K8-10)


Analysis About the Stress-strain of Rock when the Small Spacing Tunnel is Broaden or Not
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    摘要:

    以重庆市机场路渝州隧道为背景,该隧道为存在严重偏压的小净距隧道。根据其实际地质情况,选取了承受偏压最严重的最不利断面,通过建立ANSYS有限元模型模拟隧道的拓展过程。通过对比分析隧道拓宽前后的围岩位移、应力应变及塑性区的变化情况,得出结论:在隧道拓宽过程中,中央岩柱及隧道右侧边墙承受较大的压应力并发生了明显的塑性变形,建议在开挖施工时对该部分区域加强支护力度。

    Abstract:

    On the background of Yuzhou tunnel at the airport road of Chongqing, it is one small spacing tunnel with serious bias. On` the basis of engineering geology, choose the tunnel section with bias most serious and then build the ANSYS finite element model to simulate the process of broaden. Analyse the surrounding rock displacement, stress strain and plastic zone when the tunnel is broaden or not. Conclusion that in the process of tunnel broading, the displacement of surrounding rock dome downward is big; In addition, as the influence of bias from the surrounding rock above the central rock pillars and right tunnel side wall bears big compressive stress and produces soil plastic deformation. Finally, suggest strengthening the support on the two area above-mentioned in the process of construction.

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周成涛,陈俊涛.小净距隧道拓宽前后围岩应力应变分析[J].土木与环境工程学报(中英文),2013,35(Z1):87-89. Zhou Chengtao, Chen Juntao. Analysis About the Stress-strain of Rock when the Small Spacing Tunnel is Broaden or Not[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2013,35(Z1):87-89.[doi]

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  • 在线发布日期: 2013-07-16
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