叶懿尉, 王汉勋, 耿招, 张彬. 2018: 公路隧道穿越铁矿采空区围岩稳定性分析. 工程地质学报, 26(s1): 196-201. DOI: 10.13544/j.cnki.jeg.2018057
    引用本文: 叶懿尉, 王汉勋, 耿招, 张彬. 2018: 公路隧道穿越铁矿采空区围岩稳定性分析. 工程地质学报, 26(s1): 196-201. DOI: 10.13544/j.cnki.jeg.2018057
    YE Yiwei, WANG Hanxun, GENG Zhao, ZHANG Bin. 2018: SURROUNDING ROCK STABILITY ANALYSIS OF HIGHWAY TUNNEL CROSSING IRON MINE GOAF. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 196-201. DOI: 10.13544/j.cnki.jeg.2018057
    Citation: YE Yiwei, WANG Hanxun, GENG Zhao, ZHANG Bin. 2018: SURROUNDING ROCK STABILITY ANALYSIS OF HIGHWAY TUNNEL CROSSING IRON MINE GOAF. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 196-201. DOI: 10.13544/j.cnki.jeg.2018057

    公路隧道穿越铁矿采空区围岩稳定性分析

    SURROUNDING ROCK STABILITY ANALYSIS OF HIGHWAY TUNNEL CROSSING IRON MINE GOAF

    • 摘要: 近年来我国基础设施建设逐年增长,线路工程建设遇到的工况日趋复杂,采空区是公路建设中的常见问题。公路隧道工程穿过采空区施工时,将会对采空区岩层产生扰动,可能引起围岩变形失稳与崩塌,进而影响隧道施工安全与工程质量,本文针对该问题,以延崇高速拟建的玉渡山隧道穿越营门铁矿采空区段为研究对象,在结合高密度电法调查营门铁矿采空区在地下赋存状况的基础上,通过数值模拟软件量化研究了营门铁矿采空区对延崇高速公路玉渡山隧道工程的影响。研究结果表明,铁矿开采对周围岩体产生了一定程度的扰动,但围岩整体稳定性基本可以保证。但隧道开挖至采空区时将对围岩产生较大的扰动,可能导致围岩破坏,造成较大的地面沉降,因此在工程中需要采取提前注浆方法等加固采空区,减少围岩变形,为施工安全与工程质量提供保障。

       

      Abstract: The infrastructure construction in China has been increasing in recent years and the working conditions encountered in the construction of line projects are becoming more and more complex. Mine goaf is a common problem in highway construction. When the highway tunnel project passes through the goaf, it will disturb the rock stratum in the goaf, which may cause the deformation and collapse of the surrounding rock, and hence influence the safety of the tunnel construction and the quality of the project. To address this problem, the Yudushan tunnel of Yan-Chong highway is studied in this paper. The existing condition of the goaf in the mined area was investigated with geophysical prospecting method of High-density Resistivity Method. The influence of the goaf on the construction of Yudushan tunnel of the Yan-Chong highway was studied with numerical simulation software. The results show that mining has a certain degree of disturbance to surrounding rock mass, but the overall stability of surrounding rock can basically be guaranteed. But when the tunnel is excavated to the goaf area, it will cause great disturbance to the surrounding rock, which may cause larger ground settlement. Therefore, it is necessary to adopt early grouting method to reinforce goaf and reduce surrounding rock deformation.

       

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