软弱围岩中大跨度浅埋公路隧道施工监控技术与应用
|
摘要
随着我国公路建设的快速发展,公路隧道数量不断增加,软弱围岩中大跨度浅埋公路隧道开始大量涌现,这些隧道大多都面临着跨度大、埋深浅、地质情况复杂、施工环境要求高等困难。因此,及时总结和研究此类隧道施工和监控技术,深入探讨此类隧道施工中各种不良现象产生的原因,掌握已有隧道的成功经验和失败教训,为新建的工程提供重要的参考资料和决策依据,对经济地、高质量地建设公路隧道十分必要。本文结合淮南市山南新区洞山隧道工程实践,对隧道超前支护预加固技术进行了深入的探讨;对隧道新奥法原理、施工的特点、实际应用等方面进行了探讨,介绍了隧道施工监控量测的过程和方法,对信息反馈与预测预报、量测数据的处理与分析进行了研究;最后重点阐述了洞山隧道的施工方法和监控量测过程,研究了监控量测结果的分析与应用,并对施工中发生的不良现象进行了评述。研究成果不仅成功应用于在建实际工程中,对同类其它工程的设计、施工、监测也具有一定的参考价值。
With the rapid development of highway construction and increasing number of highway tunnels, more and more largr-span shallow-depth highway tunnels in soft surrounding rock have been appeared. Most of these tunnels are facing difficulties such as large-span, shallow-depth, complex of geological conditions, higher requirement of construction. So summarize and research the construction and monitoring technology about this genera tunnel on time;explore different kinds of bad phenomena procreative reason;grip successful or failing experience from factum est' tunnel;supply important reference material and decision gist for newly-built engineering are very necessary for economically, highly quality to construct highway tunnel. Based on the Dongshan-tunnel of the Shannan new area in Huainan city, carry out in-depth approach about tunnel advance barring strengthen technology; carry out in-depth approach such as the theory、executive point、practical application and so on about NATM. Introduce monitoring course and means about tunnel construction, carry out the research about information 's feedback and forecast prediction; carry out the simply research about data processing and analyses; in the end compendious introduce the method of construction and monitoring measure course in dongshan tunnel, Emphases expound the analyses of monitoring measure result and its directing or assigning role in progress,and make observe about bad phenomenas which were produced in progress. The research production not only successful apply to practice engineering project , also possess important instruction sense in design, construction and monitoring for similar engineering project.
With the rapid development of highway construction and increasing number of highway tunnels, more and more largr-span shallow-depth highway tunnels in soft surrounding rock have been appeared. Most of these tunnels are facing difficulties such as large-span, shallow-depth, complex of geological conditions, higher requirement of construction. So summarize and research the construction and monitoring technology about this genera tunnel on time;explore different kinds of bad phenomena procreative reason;grip successful or failing experience from factum est' tunnel;supply important reference material and decision gist for newly-built engineering are very necessary for economically, highly quality to construct highway tunnel. Based on the Dongshan-tunnel of the Shannan new area in Huainan city, carry out in-depth approach about tunnel advance barring strengthen technology; carry out in-depth approach such as the theory、executive point、practical application and so on about NATM. Introduce monitoring course and means about tunnel construction, carry out the research about information 's feedback and forecast prediction; carry out the simply research about data processing and analyses; in the end compendious introduce the method of construction and monitoring measure course in dongshan tunnel, Emphases expound the analyses of monitoring measure result and its directing or assigning role in progress,and make observe about bad phenomenas which were produced in progress. The research production not only successful apply to practice engineering project , also possess important instruction sense in design, construction and monitoring for similar engineering project.
引文
[1]王毅才主编.隧道工程[M].北京:人民交通出版社,2006
[2]朱维申、何满潮著,复杂条件下围岩稳定性与岩体动态施工力学[M],科学出版社,1996
[3]孙广忠.地质工程理论与实践[M].地震出版社,1996
[4]孙钧.地下工程设计理论与实践[M].上海科学技术出版社,1996
[5]李世辉.隧道支护设计新论-典型类比分析法应用和理论[M].科学技术出版社,1999
[6]于学馥、郑颖人、刘怀恒等.地下工程围岩稳定分析[M].北京:煤炭工业出版社,1980
[7]刘志刚、赵勇.隧道隧洞施工地质技术[M].北京:中国铁道出版社,2001
[8]吕康成等.激光隧道围岩位移实时监测系统及其应用.“国际隧道研讨会暨公路建设技术交流大会”论文集,北京:人民交通出版社,2002
[9]靳晓光、王兰生公路隧道围岩变形监测及其应用[J].中国地质灾害与防治学报.2000,11,(1):19-22
[10]#12
[11]黄成光主编、于敦荣主审.公路隧道施工[M].北京:人民交通出版社,2002
[12]朱汉华,陈跃军.新奥法在山岭隧道建设中的应用研究[J],华东公路,2000(51).63-65
[13]MullerL.Removing misconception on the New Austrian Tunneling Method[J],Tunnels & Tunneling.1978.October.29-32
[14]朱汉华、尚岳全等.公路隧道设计与施工新法[M].北京:人民交通出版社,2002
[15]张顶立,王梦恕,高军等.复杂围岩条件下大跨隧道修建技术研究[J].岩石力学与工程学报,2003.22(2):290-296.
[16]刘洪伟,李建华.不同围岩条件下大跨隧道的施土方案探讨[J].地质与勘探.2000.36(5):91-94.
[17]丁常国.特大跨超浅埋隧道施工技术[J].地下空问.2002,22(3):214-220.
[18]池杨敏,李长顺.浅埋偏压软岩大跨隧道进洞施工[J].公路,2002,(6):6-9
[19]雷军,和万春.大跨度软岩公路隧道短台阶七步平行流水作业施工技术[J],公路,2001,(4):78-82
[20]赵志强.浅埋、大跨、软弱围岩隧道施工[J].西部探矿工程,2004,96(5):91-92
[21]丁建隆.浅埋大跨度隧道的合理施工方法[J],中国铁道科学,2005,26(4):77-81
[22]刘洪洲.大跨度扁平公路隧道的建造方法探讨[J].西部探矿工程,1999,11(6):13-17
[23]张延.软弱围岩中修建大跨隧道的设计和施工[J],地下空间,2002,22(1):21-28
[24]兰利敏译,新奥法施工中的喷射混凝土与支护[M],隧道译丛,1994(4):16-20
[25]J.Golser.新奥法[J],地下工程,1984(10):35-48
[26]孙钧.地下工程设计理论与实践[M],上海:上海科学技术出版社,1996
[27]于学馥,郑颖等.地下工程围岩稳定性分析[M],北京:煤炭工业出版社,1983
[28]MullerL.The Analysis of Time Series[M]:An Introduction.3th end,Chapman and Hall,1984
[29]关宝树编著.隧道工程设计要点集[M].北京:人民交通出版社,2003.
[30]吕康成主编.隧道工程试验检测技术[M].北京:人民交通出版社,2000.
[31]翁汉民.地下工程量测与试验[M].西南交通大学,1989.
[32]夏才初,李永盛.地下工程测试理论与监测技术[M].上海:同济大学出版社,1998
[33]李晓红.隧道新奥法及其量测技术[M],北京:科学出版社,2002
[34]关宝树.隧道工程施工要点集[M].北京:人民交通出版社,2003
[35]Alfredo H,Ang S,Tang Wilson H.Probability concepts in Engineering planning and Design Volume Ⅱ-Decision[M]New York:Elsevier Science Ltd.1990.
[36]黄 俊,张顶立.地铁暗挖隧道上覆地层大变形规律分析[J].岩土力学,2004,25(8):1288-1292,1301.
[37]万利.高速公路隧道施工监测技术研究.长安大学硕士学位论文.2006
[38]陈豪雄,殷 杰.隧道工程[M].中国铁道出版社,1995.
[39]王建宇.隧道工程监测和信息化设计原理[M].北京中国铁道出版社,1990
[40]关宝树编著.隧道工程施工要点集[M].北京:人民交通出版社,2003.
[41]王文通.象山大跨四联拱隧道施工监测及分析[J].西部探矿工程,2000(1),57-59,62.
[42]韩瑞庚.地下工程新奥法[J].北京:科学出版社.1987
[43]P.K.Kaiser,Daihua Zou,P.A.Lang stress Determination by back of Analysis of Excation-lnduced Stress changes - a Case Study.Rock mechanics and Rock Engineering 1990,23(3):185-200.
[44]夏才初,潘国荣等编著.土木工程监测技术[M].北京:中国建筑工业出版社,2001.
[45]Sakurai等著、周增富译.新奥法量测[J].岩石力学,1994,(1):53-61
[46]Youshimura,T.Yuki YYamada,N.Kokubun.Analysis and Monitoring of the Miyana Railway Tunnel Constructend Using the New Austrian Tunneling.Method.Int.J.Rock.Min.Sci.&Geomech.Abstr.1986,vol.23,No.1.67-75
[47]夏才初,李永盛.地下工程测试理论与监测技术[M].上海:同济大学出版社,1998
[48]贾宝宏.隧道现场监控量测数据处理与回归分析[J].山西建筑,2005,31(8)243-245
[2]朱维申、何满潮著,复杂条件下围岩稳定性与岩体动态施工力学[M],科学出版社,1996
[3]孙广忠.地质工程理论与实践[M].地震出版社,1996
[4]孙钧.地下工程设计理论与实践[M].上海科学技术出版社,1996
[5]李世辉.隧道支护设计新论-典型类比分析法应用和理论[M].科学技术出版社,1999
[6]于学馥、郑颖人、刘怀恒等.地下工程围岩稳定分析[M].北京:煤炭工业出版社,1980
[7]刘志刚、赵勇.隧道隧洞施工地质技术[M].北京:中国铁道出版社,2001
[8]吕康成等.激光隧道围岩位移实时监测系统及其应用.“国际隧道研讨会暨公路建设技术交流大会”论文集,北京:人民交通出版社,2002
[9]靳晓光、王兰生公路隧道围岩变形监测及其应用[J].中国地质灾害与防治学报.2000,11,(1):19-22
[10]#12
[11]黄成光主编、于敦荣主审.公路隧道施工[M].北京:人民交通出版社,2002
[12]朱汉华,陈跃军.新奥法在山岭隧道建设中的应用研究[J],华东公路,2000(51).63-65
[13]MullerL.Removing misconception on the New Austrian Tunneling Method[J],Tunnels & Tunneling.1978.October.29-32
[14]朱汉华、尚岳全等.公路隧道设计与施工新法[M].北京:人民交通出版社,2002
[15]张顶立,王梦恕,高军等.复杂围岩条件下大跨隧道修建技术研究[J].岩石力学与工程学报,2003.22(2):290-296.
[16]刘洪伟,李建华.不同围岩条件下大跨隧道的施土方案探讨[J].地质与勘探.2000.36(5):91-94.
[17]丁常国.特大跨超浅埋隧道施工技术[J].地下空问.2002,22(3):214-220.
[18]池杨敏,李长顺.浅埋偏压软岩大跨隧道进洞施工[J].公路,2002,(6):6-9
[19]雷军,和万春.大跨度软岩公路隧道短台阶七步平行流水作业施工技术[J],公路,2001,(4):78-82
[20]赵志强.浅埋、大跨、软弱围岩隧道施工[J].西部探矿工程,2004,96(5):91-92
[21]丁建隆.浅埋大跨度隧道的合理施工方法[J],中国铁道科学,2005,26(4):77-81
[22]刘洪洲.大跨度扁平公路隧道的建造方法探讨[J].西部探矿工程,1999,11(6):13-17
[23]张延.软弱围岩中修建大跨隧道的设计和施工[J],地下空间,2002,22(1):21-28
[24]兰利敏译,新奥法施工中的喷射混凝土与支护[M],隧道译丛,1994(4):16-20
[25]J.Golser.新奥法[J],地下工程,1984(10):35-48
[26]孙钧.地下工程设计理论与实践[M],上海:上海科学技术出版社,1996
[27]于学馥,郑颖等.地下工程围岩稳定性分析[M],北京:煤炭工业出版社,1983
[28]MullerL.The Analysis of Time Series[M]:An Introduction.3th end,Chapman and Hall,1984
[29]关宝树编著.隧道工程设计要点集[M].北京:人民交通出版社,2003.
[30]吕康成主编.隧道工程试验检测技术[M].北京:人民交通出版社,2000.
[31]翁汉民.地下工程量测与试验[M].西南交通大学,1989.
[32]夏才初,李永盛.地下工程测试理论与监测技术[M].上海:同济大学出版社,1998
[33]李晓红.隧道新奥法及其量测技术[M],北京:科学出版社,2002
[34]关宝树.隧道工程施工要点集[M].北京:人民交通出版社,2003
[35]Alfredo H,Ang S,Tang Wilson H.Probability concepts in Engineering planning and Design Volume Ⅱ-Decision[M]New York:Elsevier Science Ltd.1990.
[36]黄 俊,张顶立.地铁暗挖隧道上覆地层大变形规律分析[J].岩土力学,2004,25(8):1288-1292,1301.
[37]万利.高速公路隧道施工监测技术研究.长安大学硕士学位论文.2006
[38]陈豪雄,殷 杰.隧道工程[M].中国铁道出版社,1995.
[39]王建宇.隧道工程监测和信息化设计原理[M].北京中国铁道出版社,1990
[40]关宝树编著.隧道工程施工要点集[M].北京:人民交通出版社,2003.
[41]王文通.象山大跨四联拱隧道施工监测及分析[J].西部探矿工程,2000(1),57-59,62.
[42]韩瑞庚.地下工程新奥法[J].北京:科学出版社.1987
[43]P.K.Kaiser,Daihua Zou,P.A.Lang stress Determination by back of Analysis of Excation-lnduced Stress changes - a Case Study.Rock mechanics and Rock Engineering 1990,23(3):185-200.
[44]夏才初,潘国荣等编著.土木工程监测技术[M].北京:中国建筑工业出版社,2001.
[45]Sakurai等著、周增富译.新奥法量测[J].岩石力学,1994,(1):53-61
[46]Youshimura,T.Yuki YYamada,N.Kokubun.Analysis and Monitoring of the Miyana Railway Tunnel Constructend Using the New Austrian Tunneling.Method.Int.J.Rock.Min.Sci.&Geomech.Abstr.1986,vol.23,No.1.67-75
[47]夏才初,李永盛.地下工程测试理论与监测技术[M].上海:同济大学出版社,1998
[48]贾宝宏.隧道现场监控量测数据处理与回归分析[J].山西建筑,2005,31(8)243-245