on[J]. Journal of the China Railway Society,2003,25(1):92–95.(in Chinese))
[2] 林 刚,何 川. 盾构隧道基础上修建三连拱地铁车站结构参数研究[J]. 铁道学报,2003,25(6):93–98.(Lin Gang,He Chuan. Study on structural parameters of the three arch metro station built on the basis of shield tunnels[J]. Journal of the China Railway Society,2003, 25(6):93–98.(in Chinese))
[3] 关宝树. 隧道工程施工要点集[M]. 北京:人民交通出版社,2003.(Guan Baoshu. Experience of Tunneling Construction[M].
Beijing:China Communications Press,2003.(in Chinese))
[4] 李 强,王明年. 浅埋隧道近接施工地表沉降有限元分析[J]. 四川建筑,2004,24(1):98–101.(Li Qiang,Wang Mingnian. FEM on grout surface settlement of shallow adjacent tunnel[J]. Sichuan Architecture,2004,24(1):98–101.(in Chinese))
[5] 中华人民共和国行业标准编写组. 铁路隧道喷锚构筑法技术规则(TBJ108–92)[S]. 北京:中国铁道出版社,1992.(The ProfessionalStandards Compilation Group of People′s Republic of China.Technical Regulation for Armour Sprouting Construction of Railway Tunnel(TBJ108–92)[S]. Beijing:China Railway Publishing House,1992.(in Chinese))
[6] 中华人民共和国行业标准编写组. 铁路隧道设计规范(TB10003–2004)[S]. 北京:中国铁道出版社,2004.(The Professional StandardCompilation Group of People′s Republic of China. Code for Design ofRailway Tunnel(TB10003 – 2004)[S]. Beijing : China RailwayPublishing House,2004.(in Chinese))
[7] 李 围,何 川. 盾构隧道基础上修建三条平行隧道地铁车站的施工力学行为研究[J]. 现代隧道技术,2004,41(1):5–9.(Li Wei,He Chuan. Study on the mechanical behavior of a metro station withthree parallel tubes[J]. Modern Tunnelling Technology,2004,41(1):5–9.(in Chinese))
[8] Itasca Consulting Group Inc.. Fast Lagrangian analysis of continua in three-dimensional version 2.0[R]. [s. l. ]:Itasca Consulting Group Inc.,1997.
[9] 彭卫平,廖建三. 广州地区建筑桩基设计参数分析与选取[J]. 岩石力学与工程学报,2004,23(6):1 032–1 036.(Peng Weiping,Liao Jiansan. Analysis and selection of building pile design parameter in Guangzhou[J]. Chinese Journal of Rock Mechanics and Engineering, 2004,23(6):1 032–1 036.(in Chinese))
[10] 中华人民共和国行业标准编写组. 建筑桩基技术规范(JGJ94–94)[S]. 北京:中国建筑工 上一页 [1] [2] [3] [4] [5] [6] 下一页
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