地震反射波法在隧道施工超前预报中的应用研究
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摘要
隧道建设是一项高风险的地下隐蔽工程,不确定因素众多,需要超前了解前方围岩的地质状态.以渝湘高速公路武水段羊角隧道为例,探讨地震反射波与工程地质分析相结合的隧道超前预报方法及其应用.实践证明,这一方法可靠、高效、经济,具有借鉴和推广应用价值.
As tunnel building is a highly risky underground engineering with many uncertain factors,it is essential to understand the surrounding rocks in advance.Taking Yangjiao Tunnel as an example,the paper discusses the application of the method for geologic advanced prediction by seismic reflection waves combined with engineering geology analysis in tunnel.It has been proved in practice that this method is effective and economical and merits extension and reference.
引文
[1]李国锋,丁文其.特殊地质公路隧道动态设计施工技术[M].北京:中国铁道出版社,2001.
    [2]李智毅,杨裕云.工程地质学概论[M].武汉:中国地质大学出版社,2005.
    [3]周黎明,尹健民,侯炳绅,等.弹性波反射法在地质超前预报中的应用分析[J].长江科学院院报,2008,25(1):61-64.
    [4]刘志刚,赵勇.隧道隧洞施工地质技术[M].北京:科学出版社,2001.
    [5]Ge MSatte1.Predicting Ahead of the Face[J].Tunnels&Tunneling,1996(4):24-30.
    [6]赵洪儒,孙进忠,唐文榜,等.全波震相分析[M].北京:地震出版社,1991.
    [7]刘秀峰,李忠.TSP探测数据采集和处理中应注意的几个问题[J].石家庄铁道学院院报,2002,15(2):56-59.
    [8]曾昭璜.隧道地震反射法超前预报[J].地球物理学报,1994,37(2):268.

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