隧道综合参数超前地质预报技术研究
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摘要
本文介绍一种新型的隧道施工综合超前地质预报系统USEP,该系统采用综合参数法进行超前地质预报,综合参数为"波速+电阻率"。其中波速探测采用角度偏移和位置偏移的联合体系,电阻率探测采用瞬变脉冲电磁法重叠回线装置在掌子面进行扫描,最终实现综合参数及空间超前地质预报。文章利用课题组研发的USEP系统,结合108国道北京南村隧道的探测预报实例详细说明隧道综合参数及空间超前地质预报工作的原理与效果,并总结在复杂地质条件下采用"波速+电阻率"综合预报的必要性,它对隧道及地下工程施工超前地质预报工作有广泛的指导作用。
This text introduce a new tunnel comprehensive geological prediction system of USEP,it uses Synthetical parameter method to predict geological features ahead of construction face.Synthetical parameter is wave velocity and resistivity.Wave velocity detection uses combined system of angle offset and position offset,and resistivity detection uses overlapping circle line of TEM to scan at the tunnel face,Synthetical parameter and space geological prediction can be achieved at final.The research team developed a USEP system which was applied to construction of the NANCUN tunnel on the No.108 national highway to show work principle and effect of tunnel Synthetical parameter and space geological prediction,and the necessity of tunnel comprehensive geological prediction using wave velocity and resistivity under complicated geological condition was summarized.It has extensive guide role on advanced geological prediction of tunnel and underground engineering construction.
This text introduce a new tunnel comprehensive geological prediction system of USEP,it uses Synthetical parameter method to predict geological features ahead of construction face.Synthetical parameter is wave velocity and resistivity.Wave velocity detection uses combined system of angle offset and position offset,and resistivity detection uses overlapping circle line of TEM to scan at the tunnel face,Synthetical parameter and space geological prediction can be achieved at final.The research team developed a USEP system which was applied to construction of the NANCUN tunnel on the No.108 national highway to show work principle and effect of tunnel Synthetical parameter and space geological prediction,and the necessity of tunnel comprehensive geological prediction using wave velocity and resistivity under complicated geological condition was summarized.It has extensive guide role on advanced geological prediction of tunnel and underground engineering construction.
引文
[1]赵永贵,刘浩.隧道地质超前预报研究进展[J].地球物理学进展,2003,18(3):460～464.ZhaoYong-gui,Liu Hao.Research progress in tunnel[J].geolog-ical prediction,2003,18(3):460～464.
[2]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.He Fa-liang,Li Cang-qiong.The Development of Geological Fore-cast in Tunnel Construction[J].Modern Tunnelling Technology,2001,38(3):12～15.
[3]王良奎.多种超前地质预报方法在隧道施工中的应用[J].金属矿山,2001,305(11):45～47.Wang Liang-kui.Application of Several Kinds of Advanced Fore-cast of Geology in Tunnel Constructio[J].Metal Mine,2001,305(11):45～47.
[4]黄戡,彭建国,丁国华.TSP203在雪峰山隧道施工地质超前预报中的应用研究[J].地质与勘探,2006,42(5):103～105.Huang Kan,Peng Jian-guo,Ding Guo?hua.Application of TSP203for geological advanced prediction in Xuefengshan tunnel[J].Geology and Exploration,2006,42(5):103～105.
[5]李忠.TSP-202探测系统在新倮纳隧道地质超前预报中的应用研究[J].地质与勘探,2002,38(1):86～89.Li Zhong.The study on the problem of TSP-202seismic predic-tion system in Xinluona tunnel[J].Geology and Exploration,2002,38(1):86～89.
[6]余中明.探地雷达技术在隧道掘进预报中的应用[J].地质与勘探,1999,35(3):30～31.Yu Zhong-ming.The application of sounding radar to tunneling forecast[J].Geology and Exploration,1999,35(3):30～31.
[7]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.Wang Hong-yong.Comprehensive advance geology prediction a-dopted in YuanLiangshan tunnel[J].Modern Tunnelling Technolo-gy,2004,41(3):55～61.
[8]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:北京交通大学,2006:101～112.Ye Ying.Tunnel construction ahead geological forecasting method research in karst area[D].Doctoral dissertation,Beijing:BeijingCommunication university,2006:101～112.
[9]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 ahead geological prediction method research[C].Chinese highroad society tunnel branch annual meeting paper col-lection,people communications press,2003,10:196～201.
[10]叶英,萧岩.隧道施工综合参数法超前地质预报研究[C].第三届公路高层技术论坛论文集,2006:65～69.Ye Ying,Xiao Yan.Tunnel construction Synthetical parameter method ahead geological prediction research[C].Third session highway high-rise technology forum paper collection,2006:65～69.
[11]加尔彼林著,刘光鼎译.地震观测方位法[M].北京:地质出版社,1956:10～33.Liu guang-ding.Seism observation azimuth method[M].Bei-jing:Geological publishing company,1956:10～33.
[12]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.Ye Ying.Underground Engineering ahead Geological Prediction System Research[J].Engineering Geophysical,2009,6(1):17～22.
[13]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ZL200810305574.4.Ye Ying,Xu Peng.Underground engineering ahead geological prediction[P].Invention patent,patent number ZL200810305574.4.
[14]姚姚编著.地震波场与地震勘探[M].北京:地质出版社,2006:104～106.Yao Yao.Seismic wave filed and seismic exploration[M].Bei-jing:Geology press,2006:104～106.
[15]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 Meng-shu.viewfor tunnel construction ahead hydrology and geological prediction in karst[J].railroad survey,2004,(1):7～9.
[16]牛之琏编著.时间域电磁法原理[M].长沙:中南工业大学,1992:23～24.Niu Zhi-lian.Time domain electromagnetic methods[M].Chang-sha:Central South University press,1992:23～24.
[2]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.He Fa-liang,Li Cang-qiong.The Development of Geological Fore-cast in Tunnel Construction[J].Modern Tunnelling Technology,2001,38(3):12～15.
[3]王良奎.多种超前地质预报方法在隧道施工中的应用[J].金属矿山,2001,305(11):45～47.Wang Liang-kui.Application of Several Kinds of Advanced Fore-cast of Geology in Tunnel Constructio[J].Metal Mine,2001,305(11):45～47.
[4]黄戡,彭建国,丁国华.TSP203在雪峰山隧道施工地质超前预报中的应用研究[J].地质与勘探,2006,42(5):103～105.Huang Kan,Peng Jian-guo,Ding Guo?hua.Application of TSP203for geological advanced prediction in Xuefengshan tunnel[J].Geology and Exploration,2006,42(5):103～105.
[5]李忠.TSP-202探测系统在新倮纳隧道地质超前预报中的应用研究[J].地质与勘探,2002,38(1):86～89.Li Zhong.The study on the problem of TSP-202seismic predic-tion system in Xinluona tunnel[J].Geology and Exploration,2002,38(1):86～89.
[6]余中明.探地雷达技术在隧道掘进预报中的应用[J].地质与勘探,1999,35(3):30～31.Yu Zhong-ming.The application of sounding radar to tunneling forecast[J].Geology and Exploration,1999,35(3):30～31.
[7]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.Wang Hong-yong.Comprehensive advance geology prediction a-dopted in YuanLiangshan tunnel[J].Modern Tunnelling Technolo-gy,2004,41(3):55～61.
[8]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:北京交通大学,2006:101～112.Ye Ying.Tunnel construction ahead geological forecasting method research in karst area[D].Doctoral dissertation,Beijing:BeijingCommunication university,2006:101～112.
[9]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 ahead geological prediction method research[C].Chinese highroad society tunnel branch annual meeting paper col-lection,people communications press,2003,10:196～201.
[10]叶英,萧岩.隧道施工综合参数法超前地质预报研究[C].第三届公路高层技术论坛论文集,2006:65～69.Ye Ying,Xiao Yan.Tunnel construction Synthetical parameter method ahead geological prediction research[C].Third session highway high-rise technology forum paper collection,2006:65～69.
[11]加尔彼林著,刘光鼎译.地震观测方位法[M].北京:地质出版社,1956:10～33.Liu guang-ding.Seism observation azimuth method[M].Bei-jing:Geological publishing company,1956:10～33.
[12]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.Ye Ying.Underground Engineering ahead Geological Prediction System Research[J].Engineering Geophysical,2009,6(1):17～22.
[13]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ZL200810305574.4.Ye Ying,Xu Peng.Underground engineering ahead geological prediction[P].Invention patent,patent number ZL200810305574.4.
[14]姚姚编著.地震波场与地震勘探[M].北京:地质出版社,2006:104～106.Yao Yao.Seismic wave filed and seismic exploration[M].Bei-jing:Geology press,2006:104～106.
[15]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 Meng-shu.viewfor tunnel construction ahead hydrology and geological prediction in karst[J].railroad survey,2004,(1):7～9.
[16]牛之琏编著.时间域电磁法原理[M].长沙:中南工业大学,1992:23～24.Niu Zhi-lian.Time domain electromagnetic methods[M].Chang-sha:Central South University press,1992:23～24.
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