隧道施工超前地质预报新方法研究
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摘要
介绍了一种新型的隧道施工超前地质预报系统USP,它利用地震波角度偏移技术,采用空间多分量、多波进行超前地质预报;它具有三维空间排布、多达256通道的数据采集;通过对三维数据结构的一系列处理分析形成三维空间地震波的各种图形图像,最终能探测灾害体的位置与形状参数,从而实现对隧道及地下工程前方地质情况的判译、预报。文中结合108国道南村隧道施工多次范围重叠预报说明该方法的预报效果,并进行开挖跟踪验证了方法的可靠性。
This text introduces a new geological prediction system-USP(Underground Seismic Electromagnetic Prediction) for tunnel engineering.It uses seismic wave angle offset technology to process spatial multi-component and multi-wave for geological prediction.By using three-dimensional arrangement in space,256 channels of data collection,through a series of dispose and analysis of three-dimensional data structure,various graphs and images of seismic wave in three-dimensional space have been gained.Finally,it can detect the position and shape of catastrophic geological body to realize judging and prediction of geological condition in tunnel or underground project.This thesis compared many overlapping geological prediction results in Nancun tunnel of No.108 national highway and follows digging inspection to show effectiveness and reliability of USP.
This text introduces a new geological prediction system-USP(Underground Seismic Electromagnetic Prediction) for tunnel engineering.It uses seismic wave angle offset technology to process spatial multi-component and multi-wave for geological prediction.By using three-dimensional arrangement in space,256 channels of data collection,through a series of dispose and analysis of three-dimensional data structure,various graphs and images of seismic wave in three-dimensional space have been gained.Finally,it can detect the position and shape of catastrophic geological body to realize judging and prediction of geological condition in tunnel or underground project.This thesis compared many overlapping geological prediction results in Nancun tunnel of No.108 national highway and follows digging inspection to show effectiveness and reliability of USP.
引文
[1]王梦恕.对岩溶地区隧道施工水文地质超前预报的意见[J].铁道勘察,2004,(1):7-9.(Wang Mengshu.View for tunnel construction ahead hydrology andgeological prediction in karst[J].Railroad Survey.2004(1):7-9.(in Chinese))
[2]叶英.岩溶隧道施工超前地质预报方法研究[D],博士论文,北京交通大学,2006年.:101-112(YeYing.Tunnel construction ahead geological forecastingmethod research in karst area[D],Doctoral DissertationBeijing Communication University.2006:101-112.(inChinese))
[3]叶英.隧道超前地质预报方法探讨[C]:中国公路学会隧道分会年会论文集,人民交通出版社,2003.10:196-201.(Ye Ying.Tunnel construction aheadgeological forecasting method investigation.Chinahighway society tunnel chapter thesis collection[C].China People Communication Publish,2003.10:196-201.(in Chinese))
[4]何发亮,李苍松.隧道施工期地质超前预报技术的发展[J],现代隧道技术,2001,38(3):12-15.(HeFaliang,Li Cangqiong,The Development of GeologicalForecast in Tunnel Construction[J],Modern TunnellingTechnology,2001,38(3):12-15.(in Chinese))
[5]王洪勇.综合超前地质预报在圆梁山隧道中的应用[J].现代隧道技术,2004,41(3):55-61.(WangHongyong.Comprehensive advance geology predictionadopted in YuanLiangshan tunnel[J],ModernTunnelling Technology,2004,41(3):55-61.(inChinese))
[6]姚姚编著.地震波场与地震勘探[M].地质出版社,2006,104-106.(YaoYao(ed.).Seismic wave filed andseismic exploration[M].Geology Press,2006,104-106.(in Chinese))
[7]加尔彼林著,刘光鼎译.地震观测方位法[M].北京,地质出版社,1956年:10-33.(Liu Guangding.Seism observation azimuth method.[M].Beijing,Geological Press:10-33.(in Chinese))
[8]叶英.隧道综合参数超前地质预报技术研究[J].地质与勘探,2009,45(4):468-473.(YeYing.Tunnelsynthetical parameter method geological predictiontechnique research[J].Geology and Exploration,2009,45(4):468-473.(in Chinese))
[9]叶英.地下工程施工超前地质预报系统研究[J].工程地球物理学报,2009,6(1):17-22(Yeying,Underground Engineering ahead Geological PredictionSystem Research[J].Engineering Geophysical Journal,2009,6(1):17-22.(in Chinese))
[10]叶英,许鹏.USP地下工程施工超前地质预报系统[P],发明专利,专利号ZL2008 1 0305574.4.(YeYing,Xu Peng.Underground engineering aheadgeological prediction[P].Invention patent,patentnumber ZL2008 1 0305574.4.(in Chinese))
[2]叶英.岩溶隧道施工超前地质预报方法研究[D],博士论文,北京交通大学,2006年.:101-112(YeYing.Tunnel construction ahead geological forecastingmethod research in karst area[D],Doctoral DissertationBeijing Communication University.2006:101-112.(inChinese))
[3]叶英.隧道超前地质预报方法探讨[C]:中国公路学会隧道分会年会论文集,人民交通出版社,2003.10:196-201.(Ye Ying.Tunnel construction aheadgeological forecasting method investigation.Chinahighway society tunnel chapter thesis collection[C].China People Communication Publish,2003.10:196-201.(in Chinese))
[4]何发亮,李苍松.隧道施工期地质超前预报技术的发展[J],现代隧道技术,2001,38(3):12-15.(HeFaliang,Li Cangqiong,The Development of GeologicalForecast in Tunnel Construction[J],Modern TunnellingTechnology,2001,38(3):12-15.(in Chinese))
[5]王洪勇.综合超前地质预报在圆梁山隧道中的应用[J].现代隧道技术,2004,41(3):55-61.(WangHongyong.Comprehensive advance geology predictionadopted in YuanLiangshan tunnel[J],ModernTunnelling Technology,2004,41(3):55-61.(inChinese))
[6]姚姚编著.地震波场与地震勘探[M].地质出版社,2006,104-106.(YaoYao(ed.).Seismic wave filed andseismic exploration[M].Geology Press,2006,104-106.(in Chinese))
[7]加尔彼林著,刘光鼎译.地震观测方位法[M].北京,地质出版社,1956年:10-33.(Liu Guangding.Seism observation azimuth method.[M].Beijing,Geological Press:10-33.(in Chinese))
[8]叶英.隧道综合参数超前地质预报技术研究[J].地质与勘探,2009,45(4):468-473.(YeYing.Tunnelsynthetical parameter method geological predictiontechnique research[J].Geology and Exploration,2009,45(4):468-473.(in Chinese))
[9]叶英.地下工程施工超前地质预报系统研究[J].工程地球物理学报,2009,6(1):17-22(Yeying,Underground Engineering ahead Geological PredictionSystem Research[J].Engineering Geophysical Journal,2009,6(1):17-22.(in Chinese))
[10]叶英,许鹏.USP地下工程施工超前地质预报系统[P],发明专利,专利号ZL2008 1 0305574.4.(YeYing,Xu Peng.Underground engineering aheadgeological prediction[P].Invention patent,patentnumber ZL2008 1 0305574.4.(in Chinese))
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