城市地下空间结构设计施工关键问题探析
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摘要
城市发展空间由地面及上部空间向地下延伸,是世界城市发展的必然趋势。本文针对城市地下空间建设发展现状,认为地下结构抗震、地下结构抗浮及地下结构近接施工是当前地下空间结构设计施工的几个关键问题,并总结分析了上述问题相关设计规范的发展和研究现状,提出了进一步的研究方向,以期为今后地下结构相关问题的研究提供有益参考。
It is an inevitable development trend of the city in the world that the urban space development extended from the ground and the upside space to the underground space.This paper takes the present construction development situation of urban underground space into account,considers that the anti-seismic,anti-floating and approaching excavation of the underground structure are the key problems in recent structural design and construction of under-ground space.Furthermore,it summarized and analyzed the present development of the related design standard and research situation in the above problems and proposed the further research direction,it hopes to provide some beneficial reference to the future related underground structure research.
It is an inevitable development trend of the city in the world that the urban space development extended from the ground and the upside space to the underground space.This paper takes the present construction development situation of urban underground space into account,considers that the anti-seismic,anti-floating and approaching excavation of the underground structure are the key problems in recent structural design and construction of under-ground space.Furthermore,it summarized and analyzed the present development of the related design standard and research situation in the above problems and proposed the further research direction,it hopes to provide some beneficial reference to the future related underground structure research.
引文
[1]Samata S.,Ohuchi H' Matsuda T.Study of the damage of subway structures during the 1995 Hanshin - Awaji earthquake[J].Cementand Concrete Composites,1997, 19(3):223 -239.
[2]于翔,赵跃堂,郭志昆.人防工程的抗地震问题[J].地下空间,2001,21(1):28-32.
[3]Thomas R.K.Earthquake design criteria for subways [J].Journal of the Structural Division,Proceedings of ASCE.1969(6).
[4]周德培.地铁抗震设计准则[J].世界隧道,1995 (2):36-45.
[5]川岛一彦.地下构筑物耐震设计[M].日本:鹿岛出版社,1994.
[6]于翔,陈启亮,赵跃堂,等.地下结构抗震研究方法及其现状[J].解放军理工大学学报,2000,1(5):63- 69.
[7]杨林德,杨超,季倩倩,等.地铁车站的振动台试验与地震响应的计算方法[J].同济大学学报(自然科学版),2003,31(10):1135-1140.
[8]赵大鹏,宫必宁,晏成明.大跨度地下结构振动性态??试验研究[J].重庆建筑大学学报,2002,24(5):52 -57.
[9]周林聪,陈龙珠,宫必宁.地下结构地震模拟振动台试验研究[J].地下空间与工程学报,2005,1(2): 182-188.
[10]Gil L.M.Simplified transverse seismic analysis of buried structures[J].Soil Dynamics and Earthquake Engineering, 2001(21):735 -740.
[11]马险峰,望月秋利,杨林德.日本兵库县南部地震给排水管道震害研究[J].世界隧道,2000(4):14- 18.
[12]Kirzhner F.,Rosenhouse G.Numerical analysis of tunnel dynamic response to earth motions[J].Tunneling and Underground Space Technology,2000,15 (3):249 -258.
[13]Christos Z.K.,George D.M.Dynamic response of tunnels in stochastic soils by the boundary element method[J].Engineering Analysis with Boundary Element, 2002(26 ):667 - 680.
[14]张丽华.节理岩体地下洞室群的地震动力响应分析[J].世界地震工程,2002,18(2):158-162.
[15]Kim M.K.Seismic analysis of base -isolated liquid storage tanks using the BE - FE - BE coupling technique [J].Soil Dynamics and Earthquake Engineering, 2002(22):151 - 158.
[16]张琪伟.高层建筑地基、基础与上部结构动力共同作用的BEM/FEM耦合分析[J].长安大学学报(建筑与环境科学版),2003,20(1):16-20.
[17]Seed H.B.,Idriss I.M.,Arango I.Evaluation of liquefaction potential using field performance data[J]. Journal of Geotechnical Engineering Division,ASCE, 1983,109(GT3):458 -482.
[18]Mohri Y.,Fujita N.A simulation on uplift resistance of buried pipe by DEM[A].In:Castronovo J.P., Pipeline 2001:Advance in Pipelines Engineering & Construction,California[C],2001:1 - 12.
[19]Suenage S.,Mohri Y.,Matsushima K.Performance of shallow cover method with geogrid at large blasting test[A].In:Mohammand N.New Pipeline Technologies Security,and Safety,Baltimore[C],2003:648- 657.
[20]王世夏.水工设计的理论和方法[M].北京:中国水利水电出版社,2000.
[21]孙保卫,徐宏声,张在明.孔隙水压力测试与建筑抗浮水压力的确定[J].工程勘察,1998(3):31-35.
[22]张思远.在确定建筑物基础抗浮设防水位时应注意的一些问题[J].岩土工程技术,2004,18(5):227 -229
[23]邱向荣,邓高,黄平安.地下水浮力计算的若干问题探讨[J].广东土木与建筑,2004(11):21-23.
[24]崔岩,崔京浩,吴世红,等.浅埋地下结构外水压折减系数试验研究[J].岩石力学与工程学报,2000, 19(1):82-84.
[25]林本海.地下结构物抗浮设计问题的研讨[J].广州建筑,2005(2):2-4.
[26]李广信,吴剑敏.浮力计算与粘土中的有效应力原理[J].岩土工程技术,2003(2):64-65.
[27]王建英,佘广洪,程学军.建筑物抗浮设计中几个问题的分析[J].建筑技术,2005,36(7):544-545.
[28]李广信,吴剑敏.关于地下结构浮力计算的若干问题[J].土工基础,2003,17(3):39-41.
[29]刁宪君,张亮,严林木.地下水作用时侧向压力的计算[J].哈尔滨商业大学学报(自然科学版),2003, 19(4):486-488.
[30]叶飞.软土盾构隧道施工期上浮机理分析及控制研究[D].上海:同济大学博士学位论文,2007.
[31]张第轩.地下结构抗浮模型试验研究[D].上海:上海交通大学硕士学位论文,2007.
[32]日本铁道综合技术研究所.近接既有隧道施工对策指南[M].1996.
[33]仇文革.地下工程近接施工力学原理与对策的研究[D].成都:西南交通大学博士学位论文,2003.
[34]Burland J.B.,Standing J.R.,Jardine F.M.Building response to tunneling,case studies from construction of the Jubilee Line Extension,London Volume:Project and methods[C].London,Thomas Telford Publishing, 2001:509-545.
[35]Chang S.B.,Moon S.J.A case study on instrumenta- ??tions of a large section tunnel crossing under the existing subway structure[A].Proceeding of the KCS 2000 Spring Conference(The committee of information oriented construction)[C],2000:56-59.
[36]Soliman E.,Duddeck H.Two-and three-dimensional analysis of closely spaced double-tube tunnels [J].Tunneling and Underground Space Technology, 1993,8(1):13-183.
[37]白廷辉,李文勇.江中段近距离盾构施工相互影响及治理[J].地下铁道文集,1999(11):36-38.
[38]赵旭峰,王春苗,孙景林等.盾构近接隧道施工力学行为分析[J].岩土力学,2007,28(2):409-414.
[39]张志强,何川.南京地铁区间盾构隧道“下穿”玄武湖公路隧道施工的关键技术研究[J].岩土力学, 2005,26(11):1711-1715.
[40]何川,张志强.地铁区间盾构隧道对周边建筑物结构基础影响分析[J].现代隧道技术,2004(增刊): 249-255.
[41]Byun G.W.,Kim D.G.Behavior of the ground in rectangularly crossed area due to tunnel excavation under the existing tunnel[J].Tunneling and Underground Space Technology,2006(1):1-6.
[42]田尚志.近接隧道施工技术模型试验研究[D].成都:西南交通大学硕士学位论文,2000.
[43]李树锋,仇文革,郑余朝.三管并行盾构隧道近接施工纵向效应离心模型试验研究[J].岩土力学, 2006,27(增刊):606-610.
[44]李围,何川.盾构隧道近接下穿地下大型结构施工影响研究[J].岩土工程学报,2006,28(10):1277- 1282.
[2]于翔,赵跃堂,郭志昆.人防工程的抗地震问题[J].地下空间,2001,21(1):28-32.
[3]Thomas R.K.Earthquake design criteria for subways [J].Journal of the Structural Division,Proceedings of ASCE.1969(6).
[4]周德培.地铁抗震设计准则[J].世界隧道,1995 (2):36-45.
[5]川岛一彦.地下构筑物耐震设计[M].日本:鹿岛出版社,1994.
[6]于翔,陈启亮,赵跃堂,等.地下结构抗震研究方法及其现状[J].解放军理工大学学报,2000,1(5):63- 69.
[7]杨林德,杨超,季倩倩,等.地铁车站的振动台试验与地震响应的计算方法[J].同济大学学报(自然科学版),2003,31(10):1135-1140.
[8]赵大鹏,宫必宁,晏成明.大跨度地下结构振动性态??试验研究[J].重庆建筑大学学报,2002,24(5):52 -57.
[9]周林聪,陈龙珠,宫必宁.地下结构地震模拟振动台试验研究[J].地下空间与工程学报,2005,1(2): 182-188.
[10]Gil L.M.Simplified transverse seismic analysis of buried structures[J].Soil Dynamics and Earthquake Engineering, 2001(21):735 -740.
[11]马险峰,望月秋利,杨林德.日本兵库县南部地震给排水管道震害研究[J].世界隧道,2000(4):14- 18.
[12]Kirzhner F.,Rosenhouse G.Numerical analysis of tunnel dynamic response to earth motions[J].Tunneling and Underground Space Technology,2000,15 (3):249 -258.
[13]Christos Z.K.,George D.M.Dynamic response of tunnels in stochastic soils by the boundary element method[J].Engineering Analysis with Boundary Element, 2002(26 ):667 - 680.
[14]张丽华.节理岩体地下洞室群的地震动力响应分析[J].世界地震工程,2002,18(2):158-162.
[15]Kim M.K.Seismic analysis of base -isolated liquid storage tanks using the BE - FE - BE coupling technique [J].Soil Dynamics and Earthquake Engineering, 2002(22):151 - 158.
[16]张琪伟.高层建筑地基、基础与上部结构动力共同作用的BEM/FEM耦合分析[J].长安大学学报(建筑与环境科学版),2003,20(1):16-20.
[17]Seed H.B.,Idriss I.M.,Arango I.Evaluation of liquefaction potential using field performance data[J]. Journal of Geotechnical Engineering Division,ASCE, 1983,109(GT3):458 -482.
[18]Mohri Y.,Fujita N.A simulation on uplift resistance of buried pipe by DEM[A].In:Castronovo J.P., Pipeline 2001:Advance in Pipelines Engineering & Construction,California[C],2001:1 - 12.
[19]Suenage S.,Mohri Y.,Matsushima K.Performance of shallow cover method with geogrid at large blasting test[A].In:Mohammand N.New Pipeline Technologies Security,and Safety,Baltimore[C],2003:648- 657.
[20]王世夏.水工设计的理论和方法[M].北京:中国水利水电出版社,2000.
[21]孙保卫,徐宏声,张在明.孔隙水压力测试与建筑抗浮水压力的确定[J].工程勘察,1998(3):31-35.
[22]张思远.在确定建筑物基础抗浮设防水位时应注意的一些问题[J].岩土工程技术,2004,18(5):227 -229
[23]邱向荣,邓高,黄平安.地下水浮力计算的若干问题探讨[J].广东土木与建筑,2004(11):21-23.
[24]崔岩,崔京浩,吴世红,等.浅埋地下结构外水压折减系数试验研究[J].岩石力学与工程学报,2000, 19(1):82-84.
[25]林本海.地下结构物抗浮设计问题的研讨[J].广州建筑,2005(2):2-4.
[26]李广信,吴剑敏.浮力计算与粘土中的有效应力原理[J].岩土工程技术,2003(2):64-65.
[27]王建英,佘广洪,程学军.建筑物抗浮设计中几个问题的分析[J].建筑技术,2005,36(7):544-545.
[28]李广信,吴剑敏.关于地下结构浮力计算的若干问题[J].土工基础,2003,17(3):39-41.
[29]刁宪君,张亮,严林木.地下水作用时侧向压力的计算[J].哈尔滨商业大学学报(自然科学版),2003, 19(4):486-488.
[30]叶飞.软土盾构隧道施工期上浮机理分析及控制研究[D].上海:同济大学博士学位论文,2007.
[31]张第轩.地下结构抗浮模型试验研究[D].上海:上海交通大学硕士学位论文,2007.
[32]日本铁道综合技术研究所.近接既有隧道施工对策指南[M].1996.
[33]仇文革.地下工程近接施工力学原理与对策的研究[D].成都:西南交通大学博士学位论文,2003.
[34]Burland J.B.,Standing J.R.,Jardine F.M.Building response to tunneling,case studies from construction of the Jubilee Line Extension,London Volume:Project and methods[C].London,Thomas Telford Publishing, 2001:509-545.
[35]Chang S.B.,Moon S.J.A case study on instrumenta- ??tions of a large section tunnel crossing under the existing subway structure[A].Proceeding of the KCS 2000 Spring Conference(The committee of information oriented construction)[C],2000:56-59.
[36]Soliman E.,Duddeck H.Two-and three-dimensional analysis of closely spaced double-tube tunnels [J].Tunneling and Underground Space Technology, 1993,8(1):13-183.
[37]白廷辉,李文勇.江中段近距离盾构施工相互影响及治理[J].地下铁道文集,1999(11):36-38.
[38]赵旭峰,王春苗,孙景林等.盾构近接隧道施工力学行为分析[J].岩土力学,2007,28(2):409-414.
[39]张志强,何川.南京地铁区间盾构隧道“下穿”玄武湖公路隧道施工的关键技术研究[J].岩土力学, 2005,26(11):1711-1715.
[40]何川,张志强.地铁区间盾构隧道对周边建筑物结构基础影响分析[J].现代隧道技术,2004(增刊): 249-255.
[41]Byun G.W.,Kim D.G.Behavior of the ground in rectangularly crossed area due to tunnel excavation under the existing tunnel[J].Tunneling and Underground Space Technology,2006(1):1-6.
[42]田尚志.近接隧道施工技术模型试验研究[D].成都:西南交通大学硕士学位论文,2000.
[43]李树锋,仇文革,郑余朝.三管并行盾构隧道近接施工纵向效应离心模型试验研究[J].岩土力学, 2006,27(增刊):606-610.
[44]李围,何川.盾构隧道近接下穿地下大型结构施工影响研究[J].岩土工程学报,2006,28(10):1277- 1282.
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