引文
[1]王梦恕.北京地铁浅埋暗挖法施工[J].岩石力学与工程学报,1989,8(1):52–61.(WANG Mengshu.Shallow covered undercutting construction for metros in Beijing[J].Chinese Journal of Rock.Mechanics and Engineering,1989,8(1):52–61.(in Chinese))
[2]周诚,周少东,林涛,等.城市地铁隧道区间浅埋暗挖施工地表沉降控制研究[J].施工技术,2011,40(19):70–74.(ZHOU Cheng,ZHOU Shaodong,LIN Tao,et al.Ground subsidence control techniques for subway tunnels[J].Construction Technology,2011,40(19):70–74.(in Chinese))
[3]孔恒.城市地铁隧道浅埋暗挖法地层预加固机理及其应用研究[博士学位论文][D],北京:北京交通大学,2003.(KONG Heng,Mechanism and application of reinforcement and pre-support for shallow covered undercutting of subway tunnels[Ph.D.Thesis][D].Beijing:Beijing Jiaotong University,2003.(in Chinese))
[4]吉小明,石明霞.浅埋暗挖隧道围岩预加固机理及稳定性分析[J].现代隧道技术,2008,(增1):238–243.(JI Xiaoming,SHI Mingxia.Mechanism and stability of reinforcement and pre-support for shallow covered undercutting of tunnels[J].Modern Tunnelling Technology,2008,(Supp.1):238–243.(in Chinese))
[5]SAGASETA C.Analysis of undrained soil deformation due to ground loss[J].Geotechnique,1987,37(3):301–320.
[6]LEE K M.,ROWE R K,LO K Y.Subsidence owing to tunneling.I.estimating the gap parameter[J].Canadian Geotechnical Journal,1992,29(6):929–940.
[7]LOGANATHAN N,POULOS H G.Analytical prediction for tunneling induced ground movement in clays[J].Journal of Geotechnical and Geoenvironmental Engineering,1998,124(9):846–856.
[8]ADDENBROOK T I,POTTS D M.Twin tunnel interaction:surface and subsurface effects[J].International Journal of Geomechanics,2001,1(2):249–271.
[9]NG C W W,LEE K M,TANG D K W.Three-dimensional numerical investigations of new Austrian tunneling method(NATM)twin tunnel interactions[J].Canadian Geotechnical Journal,2004,41(3):523–539.
[10]YAMAMOTO K,LYAMIN A V,WILSON D V,et al.Stability of dual circular tunnels in cohesive-frictional soil subjected to surcharge loading[J].Computers and Geotechnics,2004,38(4):41–54.
[11]黄宏伟,张冬梅.盾构施工引起的地表沉降及现场监控[J].岩石力学与工程学报,2001,20(增1):1 814–1 820.(HUANG Hongwei,ZHANG Dongmei.Ground subsidence caused by shield tunneling and monitoring[J].Chinese Journal of Rock.Mechanics and Engineering,2001,20(Supp.1):1 814–1 820.(in Chinese))
[12]张云,尹宗泽,徐永福.盾构法隧道引起的地表变形分析[J].岩石力学与工程学报,2002,21(3):388–392.(ZHANG Yun,YIN Zongze,XU Yongfu.Analysis of ground subsidence induced by shield tunneling[J].Chinese Journal of Rock.Mechanics and Engineering,2002,21(3):388–392.(in Chinese))
[13]黄润秋,戚国庆.地铁隧道盾构工对环境的影响研究[J].岩石力学与工程学报,2003,22(增1):2 464–2 486.(HUANG Runqiu,QI Guoqing.Influences on environment of shield tunneling[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(Supp.1):2 464–2 486.(in Chinese))
[14]魏刚,张世民,齐静静,等.盾构隧道施工引起的地面变形计算方法研究[J].岩石力学与工程学报,2006,25(增1):3 317–3 323.(WEI Gang,ZHANG Shimin,QI Jingjing,et al.Study of calculation method of ground deformation induced by shield tunnel construction[J].Chinese Journal of Rock.Mechanics and Engineering,2006,25(Supp.1):3 317–3 323.(in Chinese))
[15]乔世范,殷建华,刘宝琛.圆形断面隧道开挖引起的地表及岩土体的位移和变形计算研究[J].岩石力学与工程学报,2008,27(增2):3 611–3 616.(QIAO Shifan,YIN Jianhua,LIU Baochen.Deformation computations and analysis of ground subsidence by exaction of circular cross-sectional tunnels[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(Supp.2):3 611–3 616.(in Chinese))
[16]王霆,刘维宁,张成满,等.地铁车站浅埋暗挖法施工引起地表沉降规律研究[J].岩石力学与工程学报,2007,26(9),1 855–1 861.(WANG Ting,LIU Weining,ZHANG Chengman et al.Study on ground settlement induced by shallow metro station constructions[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(9):1 855–1 861.(in Chinese))
[17]晏启祥,何川,姚勇,等.小净距隧道施工小导管注浆效果的数值模拟分析[J].岩土力学,2004,25(增2):239–242.(YAN Qixiang,HE Chuan,YAO Yong,et al.Numerical analysis for grouting effects used in tunnels with small pillar width[J].Rock and Soil Mechanics,2004,25(Supp.2):239–242.(in Chinese))
[18]何川,苏宗贤,曾东洋.地铁盾构隧道重叠下穿施工对上方已建隧道的影响[J].土木工程学报,2008,41(3):91–98.(HE Chuan,SU Zongxian,ZENG Dongyang.Influence of metro shield tunneling on existing tunnel directly above[J].China Civil Engineering Journal,41(3):91–98.(in Chinese))
[19]姚继安.浅埋偏压隧道与邻近隧道开挖顺序分析[J].铁道勘测与设计,2006,(4):9–12.(YAO Jian.Construction sequence analysis for shallow buried tunnel with biased pressure and twin tunnels[J].Railway Survey and Design,2006,(4):9–12.(in Chinese))
[20]王国波,徐海清,王艳丽.“群洞效应”对紧邻交叠盾构隧道场地土地震响应的初步分析[J].岩土工程学报,2013,35(5):968–973.(WANG Guobo,XU Haiqing,WANG Yanli.Effects of grouped tunnels and their influences on site seismic analysis with twin tunnels[J].Chinese Journal of Geotechnical Engineering,2013,35(5):968–973.(in Chinese))
[21]杨小礼,眭志荣.浅埋小净距偏压隧道施工工序的数值分析[J].中南大学学报:自然科学版,2007,38(4):764–770.(YANG Xiaoli,GUI Zhirong.Construction sequence analysis for shallow buried biased-pressure twin tunnels[J].Journal of Central South University:Science and Technology,2007,38(4):764–770.(in Chinese))
[22]LECA E,NEW B.Settlement induced by tunneling in soft ground[J].Tunnelling and Underground Space Technology,2007,22(1):119–149.
[23]LECA E,LEBLAIS Y,KUHNHENN K.Underground works in soils and soft rock tunneling[C]//Proceedings of International Conference on Geotechnology of Geology Engineering.Melbourne,Australia.2000:220–268.
[24]MUNFAKH G A.The ground improvement engineering-the state of the US practice:Part 1.methods,ground improvement[J].Ground Engineering,1997,1(4):193–214.
[25]MUNFAKH G A.The ground improvement engineering-the state of the US practice:Part 2.applications,ground improvement[J].Ground Engineering,1997,1(4):215–222.
[26]龚晓南.地基处理手册[M].3版.北京:中国建筑工业出版社,2008:365–410.(GONG Xiaonan.Handbook for ground improvement[M].3rd ed.Beijing:China Building Press,2008:365–410.(in Chinese))
[27]BYLE M J,BORDEN R H.Verification of geotechnical grouting[M].Reston:Geotechnical Special Publication,1995:1–77.
[28]WANG D Y,GAO Z R,LEE J L,et al.Assessment and optimization of soil mixing and umbrella vault applied to a cross-passage excavation in soft soils[J].International Journal of Geomechanics,2013,DOI:0.1061/(ASCE)GM.1943–5622.0000374.
[29]American Concrete Institute.Building code requirements for structural concrete and commentary[S].[S.l.]:American Concrete Institute,2003.
[30]BIENIAWSKI Z T.Design methodology in rock engineering[M].London:CRC Press,1992:205.
[31]ZHANG L,EINSTEIN H H.Using RQD to estimate the deformation modulus of rock masses[J].International Journal of Rock Mechanics and Mining Sciences,2004,41:337–341.
[32]MITCHELL J K.The properties of cement-stabilized soils[C]//Proceedings of Residential Workshop on Materials and Methods For Low Cost Road,Rail,and Reclamation Works.Leura,Australia:Unisearch Ltd.,1976:365–404.
[33]BALMER G G.Shear strength and elastic properties of soil-cement mixtures under triaxial loading[C]//Proceedings of American Society for Testing Materials by Portland Cement Association,Research and Development Laboratories.[S.l.]:[s.n.],1958:1 187–1 204.
[34]YOO C.Finite-element analysis of tunnel face reinforced by longitudinal pipes[J].Computers and Geotechnics,2002,29:73–94.