李德军, 王哲, 谢东武, 张清照, 潘青. 2020: BIM地质建模在大跨度隧道工程中的应用研究. 工程地质学报, 28(S1): 149-156. DOI: 10.13544/j.cnki.jeg.2020-350
    引用本文: 李德军, 王哲, 谢东武, 张清照, 潘青. 2020: BIM地质建模在大跨度隧道工程中的应用研究. 工程地质学报, 28(S1): 149-156. DOI: 10.13544/j.cnki.jeg.2020-350
    LI Dejun, WANG Zhe, XIE Dongwu, ZHANG Qingzhao, PAN Qing. 2020: APPLICATION RESEARCH OF BIM GEOLOGICAL MODELING IN LARGE-SPAN TUNNEL. JOURNAL OF ENGINEERING GEOLOGY, 28(S1): 149-156. DOI: 10.13544/j.cnki.jeg.2020-350
    Citation: LI Dejun, WANG Zhe, XIE Dongwu, ZHANG Qingzhao, PAN Qing. 2020: APPLICATION RESEARCH OF BIM GEOLOGICAL MODELING IN LARGE-SPAN TUNNEL. JOURNAL OF ENGINEERING GEOLOGY, 28(S1): 149-156. DOI: 10.13544/j.cnki.jeg.2020-350

    BIM地质建模在大跨度隧道工程中的应用研究

    APPLICATION RESEARCH OF BIM GEOLOGICAL MODELING IN LARGE-SPAN TUNNEL

    • 摘要: BIM技术在隧道工程的决策设计,施工管理,运营维护等各阶段都具有重要作用但目前应用程度较低,亟待发展。为探索BIM地质建模在隧道工程中的应用,本文依托宁波市平风岭隧道,基于revit软件,采用二次开发的地质插件和civil3d软件建立了该工程的BIM地质模型,并与已有的隧道模型相结合进行了研究。通过对比模型截面与地质剖面,对模型的吻合程度进行了研究,并通过整合的BIM模型,对隧道设计施工过程进行了参考分析。得出结论如下:(1)运用二次开发的地质插件进行地层建模,civil3d对断层等不良地质体建模,可以方便高效地建立BIM地质模型;(2)钻孔数据较少时,可以充分应用物探等地质勘察资料采用增设"虚拟钻孔"的方式提高模型的准确度和可靠性;(3)模型大部分区域吻合程度较好,中部地势起伏较大地段吻合度较低,可以采用增加钻孔或结合地形等高线数据的方式提高准确性;(4)根据整合的BIM模型分析,隧道两侧宜采用开挖明洞的方式,中段采用复合衬砌保证安全,东侧断层与隧道大角度相交,可能造成坍塌或涌水,需要特别加固和防渗处理。

       

      Abstract: BIM technology plays an important role in the tunnel engineering, and needs to be developed urgently. To explore the application, we established the BIM geological model of the Pingfengling Tunnel. This model based on Revit software and the secondary development plug-in. We compared the model section and the geological section, and studied the model degree of coincidence. We analyzed the design and construction process of the tunnel through the BIM model. The conclusions are as follows:(1)We use plug-in for stratigraphic modeling and civil3d for fault modeling, to facilitate and efficiently build the BIM geological models; (2)When drilling data is lacking, the geological survey data, like geologic sections, can be utilized to add "virtual drilling" to improve the accuracy and reliability of the model; (3)Most areas of the model have a higher degree of coincidence, and areas with large terrain undulations have a lower degree of coincidence; (4)According to analysis, we should excavate the open tunnels on the both sides of the tunnel and use composite lining in the middle section. The fault on the east side intersects the tunnel at a large angle, which needs to be reinforced and seepage-proof to prevent collapse and water gushing.

       

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