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山东大学学报(工学版) ›› 2017, Vol. 47 ›› Issue (2): 55-62.doi: 10.6040/j.issn.1672-3961.0.2016.254

• 土木工程——隧道与地下工程专题 • 上一篇    下一篇

隧道综合超前地质预报技术及其工程应用

周轮1,李术才1,许振浩1*,李利平1,黄鑫1,何树江1,李国豪2   

  1. 1. 山东大学岩土与结构工程研究中心, 山东 济南 250061;2. 恩施州公路管理局, 湖北 恩施 445000
  • 收稿日期:2016-07-11 出版日期:2017-04-20 发布日期:2016-07-11
  • 通讯作者: 许振浩(1985— ),男,湖北恩施人,讲师,博士,主要研究方向为地下水数值模拟方法与程序研发.E-mail:zhenhao-xu@sdu.edu.cn E-mail:18769788330@163.com
  • 作者简介:周轮(1992— ),男,湖南娄底人,硕士研究生,主要研究方向为隧道地质灾害超前预报及防治.E-mail:18769788330@163.com
  • 基金资助:
    国家重点基础研究发展计划资助项目(2013CB036000);国家自然科学基金资助项目(51479106,51509147);山东省优秀中青年科学家奖励基金资助项目(2014BSE27132)

Integrated advanced geological prediction technology of tunnel and its engineering application

ZHOU Lun1, LI Shucai1, XU Zhenhao1*, LI Liping1, HUANG Xin1, HE Shujiang1, LI Guohao2   

  1. 1. Geotechnical and Structure Engineering Research Center, Shandong University, Jinan 250061, Shandong, China;
    2. Highway Authority of Enshi Autonomous Prefecture, Enshi 445000, Hubei, China
  • Received:2016-07-11 Online:2017-04-20 Published:2016-07-11

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摘要： 针对岩溶隧道单一超前预报方法预报结果与实际开挖揭露情况偏差较大的问题,提出采用隧道综合超前地质预报技术来提高对不良地质体预报的准确率,即采用宏观地质分析法、TSP地震波法、地质雷达法、掌子面围岩预判以及超前钻探相结合的方法,充分发挥各种预报方法的优势并进行相互补充和印证,提高不良地质体超前地质预报精度。 研究成果成功应用于利万高速谋道连接线齐岳山隧道的超前地质预报工作,避免了人员伤亡与财产损失。 以里程桩号GK0+708~GK0+720段范围内大型充水夹泥溶洞预报为例,详细阐述了综合超前地质预报的流程,并根据预报结果进行相应的处治措施,避免了溶洞塌方突泥等地质灾害的发生。 研究结果对类似岩溶地区的超前预报提供了参考和借鉴。

关键词: 综合超前地质预报, 掌子面围岩预判, 齐岳山隧道, 充水夹泥型溶洞, 宏观地质分析法, 岩溶隧道

Abstract: According to the question that the results from the single advanced prediction method for karst tunnel prediction were different from the actual excavation, the integrated advanced geological prediction technology was proposed to improve the accuracy to unfavorable geologic bodies. Macroscopic geological analysis, TSP(tunnel seismic prediction)method, ground penetrating radar, observation of the tunnel face and the method of advance borehole drilling were combined in advanced geological prediction for tunnel. The integrated advanced geological prediction could give full play to the advantages of each prediction method and improve the accuracy. The research results were successfully applied on advanced geological prediction work in the Liwan highway Moudao Connecting Road Qiyueshan Tunnel. It avoided the casualties and property losses. The large karst cave filled with water and mud in front of the tunnel face of mileage GK0+708~GK0+720 was taken as an example. The process of the integrated advanced geological prediction was detailed and some effective measures were taken to avoid the collapse and the inrush of mud. The study can guide the advanced geological prediction of other similar karst regions.

Key words: macroscopic geological analysis, integrated advanced geological prediction, karst cave filled with water and mud, observation of the tunnel face, karst tunnel, Qiyueshan Tunnel

中图分类号: 

  • U459.2
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