TSP203 Plus超前地质预报系统在高竹顶隧道断层中的应用
|
摘要
研究目的:高竹顶隧道F1断层是一条规模较大的断层带,在隧道施工开挖过程中可能会对围岩稳定产生较大的影响,故在隧道开挖过程中对其开展超前地质预报。研究结论:(1)TSP203 plus是长距离地质预报系统,预报距离一般在100～150 m之间;(2)TSP203 plus超前地质预报能够快速、准确地对预测段作出判断,对隧道施工方案和施工措施的选择,能够提供积极的指导性建议,具有显著的经济效益;(3)此次预报保证了隧道断层带的施工安全、加快了工程进度,同时为隧道超前地质预报的应用积累了一些经验。
Research purposes:The fault F1 at the Gaozhuding Tunnel is a huge fault and it may produce some effects on stability of surrounding rocks during the tunnel construction,so it is necessary to conduct the accurate advanced prediction of the fault. Research conclusions:(1) TSP 203 plus is a long distance geological prediction system,and the distance is in 100~150 m;(2) Application of TSP 203 plus in the advanced geological prediction can rapidly and accurately judge the geological condition of the predicted area and it is crucial to choice of the construction scheme and measures of the tunnel,with the obvious economic benefits.(3) The application of the TSP 203 plus in geological prediction of the F1 fault for the Gaozhuding Tunnel guaranteed the construction safety and speeded up the construction process while the some experiences of the advanced geological prediction for tunnel were accumulated.
Research purposes:The fault F1 at the Gaozhuding Tunnel is a huge fault and it may produce some effects on stability of surrounding rocks during the tunnel construction,so it is necessary to conduct the accurate advanced prediction of the fault. Research conclusions:(1) TSP 203 plus is a long distance geological prediction system,and the distance is in 100~150 m;(2) Application of TSP 203 plus in the advanced geological prediction can rapidly and accurately judge the geological condition of the predicted area and it is crucial to choice of the construction scheme and measures of the tunnel,with the obvious economic benefits.(3) The application of the TSP 203 plus in geological prediction of the F1 fault for the Gaozhuding Tunnel guaranteed the construction safety and speeded up the construction process while the some experiences of the advanced geological prediction for tunnel were accumulated.
引文
[1]赵勇,肖书安,刘志刚.TSP超前地质预报系统在隧道工程中的应用[J].铁道建筑技术,2003(5):18-22.Zhao Yong,Xiao Shu’an,Liu Zhigang.Application ofTSP Geological Advanced Prediction System in TunnelEngineering[J].Railway Construction Technology,2003(5):18-22.
[2]何振起,李海,梁彦忠.利用地震反射法进行隧道施工地质超前预报[J].铁道工程学报,2000(4):81-85.He Zhenqi,Li Hai,Liang Yanzhong.Geological Super-leading Forecast During Tunnel Construction byUtilizing Seismic Response Analysis Method[J].Journal of Railway Engineering Society,2000(4):81-85.
[3]肖书安,吴世林.复杂地质条件下的隧道地质超前探测技术[J].工程地球物理学报,2004(2):159-165.Xiao Shu’an,Wu Shilin.Geological PredictionTechnique for Tunnel Construction under ComplexGeological Conditions[J].Chinese Journal ofEngineering Geophysics,2004(2):159-165.
[4]温树林,吴世林.TSP 203在云南元磨高速公路隧道超前地质预报中的应用[J].地球物理学进展,2003:465-471.Wen Shulin,Wu Shilin.Application of the TSP 203System in Geological Advanced Prediction of YuanMoExpressway Tunnel[J].Progress In Geophysics,2003:465-471.
[5]陈建峰.隧道施工地质超前预报技术比较[J].地下空间,2003(1):5-8.Chen Jianfeng.Geological Prediction TechniqueComparison of Tunnel Construction[J].UndergroundSpace,2003(1):5-8.
[6]王兴照.TSP 203 plus超前地质预报在琯头岭隧道断层中的应用[J].福建建筑,2008(5):44-46.Wang Xingzhao.Leading Geological Forecast of TSP203 Plus Applied to the Fault Zone of Guan Tou LingTunnel[J].Fujian Architecture&Construction,2008(5):44-46.
[7]张志龙,王兰生,王跃飞,等.雪峰山高速公路隧道F2断层带的综合超前地质预报[J].岩石力学与工程学报,2007(S1):3311-3315.Zhang Zhilong,Wang Lansheng,Wang Yuefei,etc.Comprehensive Advanced Geological Prediction of FaultF2 in Xuefeng Mountain Highway Tunnel[J].ChineseJournal of Mechanics and Engineering,2007(S1):3311-3315.
[2]何振起,李海,梁彦忠.利用地震反射法进行隧道施工地质超前预报[J].铁道工程学报,2000(4):81-85.He Zhenqi,Li Hai,Liang Yanzhong.Geological Super-leading Forecast During Tunnel Construction byUtilizing Seismic Response Analysis Method[J].Journal of Railway Engineering Society,2000(4):81-85.
[3]肖书安,吴世林.复杂地质条件下的隧道地质超前探测技术[J].工程地球物理学报,2004(2):159-165.Xiao Shu’an,Wu Shilin.Geological PredictionTechnique for Tunnel Construction under ComplexGeological Conditions[J].Chinese Journal ofEngineering Geophysics,2004(2):159-165.
[4]温树林,吴世林.TSP 203在云南元磨高速公路隧道超前地质预报中的应用[J].地球物理学进展,2003:465-471.Wen Shulin,Wu Shilin.Application of the TSP 203System in Geological Advanced Prediction of YuanMoExpressway Tunnel[J].Progress In Geophysics,2003:465-471.
[5]陈建峰.隧道施工地质超前预报技术比较[J].地下空间,2003(1):5-8.Chen Jianfeng.Geological Prediction TechniqueComparison of Tunnel Construction[J].UndergroundSpace,2003(1):5-8.
[6]王兴照.TSP 203 plus超前地质预报在琯头岭隧道断层中的应用[J].福建建筑,2008(5):44-46.Wang Xingzhao.Leading Geological Forecast of TSP203 Plus Applied to the Fault Zone of Guan Tou LingTunnel[J].Fujian Architecture&Construction,2008(5):44-46.
[7]张志龙,王兰生,王跃飞,等.雪峰山高速公路隧道F2断层带的综合超前地质预报[J].岩石力学与工程学报,2007(S1):3311-3315.Zhang Zhilong,Wang Lansheng,Wang Yuefei,etc.Comprehensive Advanced Geological Prediction of FaultF2 in Xuefeng Mountain Highway Tunnel[J].ChineseJournal of Mechanics and Engineering,2007(S1):3311-3315.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心