新型隧道超前地质预报方法与技术研究
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摘要
研究目的:结合地球物理勘探的各种排列装置讨论隧道施工三维地质灾害形状体的探测方法,并以108国道南村隧道工程为例详细介绍综合参数超前地质预报的工作方法、装备以及现场取得的实际效果。研究结论:通过对隧道施工综合参数以及空间超前地质预报方法和技术进行探讨,并结合课题组研发的USEP21型综合预报装备和大量的模拟实验、现场试验研究,得出:(1)复杂地质条件下隧道施工超前地质预报最佳的"综合参数"为"波速+电阻率";(2)USEP21系统结合了地下工程施工的具体特点,受现场场地条件的影响小,已取得一系列成功的试验成果,它在隧道及地下工程建设中将有广泛的应用前景;(3)综合参数和空间预报的技术、方法、理论是超前地质预报的必然趋势;(4)以角度偏移的空间多分量探测装置是地下工程超前探测的最佳方法。
Research purposes: Compared with the all kinds of arrangement sets of geophysical prospecting,the discussion is made on the survey method for the three dimensional shape of geological disaster,and taking Nancun Tunnel construction of State Highway 108 as an example,the introduction is given in details to the working method,equipments and real field results of geological forecast in advance with synthetic parameters. Research conclusions: From the discussions on the spatial method and technology for geological forecast in advance with synthetic parameters and the simulation tests and field tests of USEP21 Integral forecast device,it is concluded:(1) The perfect synthetic parameters for the geological forecast in advance for tunnel construction under the complicated geological condition are wave velocity plus resistivity.(2) According to the characteristics of underground engineering,a series successful test achievements have been made by USEP21 Equipment which has bright future of being used in tunnel construction and underground engineering because it is rather adaptive to small space.(3) Application of the synthetic parameters,and the technology,method and theory of the spatial is an inevitable trend of geological forecast in advance.(4) The spatial multi component survey device of angle displacement is the most perfect means of geological survey in advance for underground engineering.
Research purposes: Compared with the all kinds of arrangement sets of geophysical prospecting,the discussion is made on the survey method for the three dimensional shape of geological disaster,and taking Nancun Tunnel construction of State Highway 108 as an example,the introduction is given in details to the working method,equipments and real field results of geological forecast in advance with synthetic parameters. Research conclusions: From the discussions on the spatial method and technology for geological forecast in advance with synthetic parameters and the simulation tests and field tests of USEP21 Integral forecast device,it is concluded:(1) The perfect synthetic parameters for the geological forecast in advance for tunnel construction under the complicated geological condition are wave velocity plus resistivity.(2) According to the characteristics of underground engineering,a series successful test achievements have been made by USEP21 Equipment which has bright future of being used in tunnel construction and underground engineering because it is rather adaptive to small space.(3) Application of the synthetic parameters,and the technology,method and theory of the spatial is an inevitable trend of geological forecast in advance.(4) The spatial multi component survey device of angle displacement is the most perfect means of geological survey in advance for underground engineering.
引文
[1]叶英.岩溶隧道施工超前地质预报方法研究[D].北京:北京交通大学,2006.
[2]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.北京:人民交通出版社,2003:196-201.
[3]王梦恕,杨会军.重申隧道设计、施工的基本原则[J].铁道工程学报,2007(1):77-81.
[4]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.北京:人民交通出版社,2006.
[5]周黎明,刘天佑,刘江平,等.复杂铁路隧道施工地质超前预报中TSP探测技术应用研究[J].铁道工程学报,2008(1):37-40.
[6]干昆蓉,蒋肃.对隧道施工地质超前预报工作的反思与探讨[J].铁道工程学报,2007(9):9-13.
[7]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.
[8]白恒恒.隧道地质超前预报方法的探讨和研究[J].铁道工程学报,2006(5):73-76.
[9]琚建明.超前地质预报技术在海底隧道施工中的应用[J].铁道工程学报,2007(7):76-80.
[10]加尔彼林.地震观测方位法[M].刘光鼎,译.北京:地质出版社,1956.
[2]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.北京:人民交通出版社,2003:196-201.
[3]王梦恕,杨会军.重申隧道设计、施工的基本原则[J].铁道工程学报,2007(1):77-81.
[4]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.北京:人民交通出版社,2006.
[5]周黎明,刘天佑,刘江平,等.复杂铁路隧道施工地质超前预报中TSP探测技术应用研究[J].铁道工程学报,2008(1):37-40.
[6]干昆蓉,蒋肃.对隧道施工地质超前预报工作的反思与探讨[J].铁道工程学报,2007(9):9-13.
[7]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.
[8]白恒恒.隧道地质超前预报方法的探讨和研究[J].铁道工程学报,2006(5):73-76.
[9]琚建明.超前地质预报技术在海底隧道施工中的应用[J].铁道工程学报,2007(7):76-80.
[10]加尔彼林.地震观测方位法[M].刘光鼎,译.北京:地质出版社,1956.
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