7[1]孙宗军.盾构施工与桩基础相互作用的三维力学分析与研究[D].南京:东南大学土木工程学院,2004.SUN Zong-jun.Three dimensional mechanical analysis and research of interaction between shield tunnel construction and pile foundation[D].Nanjing:School of Civil Engineering,Southeast University,2004.(in chinese)SUN Zong-jun.Three dimensional mechanical analysis and research of interaction between shield tunnel construction and pile foundation[D].Nanjing:School of Civil Engineering,Southeast University,2004.(in chinese)
8[2]何海健.地铁洞桩法施工对邻近桥桩的影响及控制[D].北京:北京交通大学土木建筑工程学院,2007.HE Hai-jian.Influence and control of metro tunneling by drift-PBA method on adjacent bridge piles[D].Beijing:School of Civil Engineering,Beijing jiaotong University,2007.(in Chinese)HE Hai-jian.Influence and control of metro tunneling by drift-PBA method on adjacent bridge piles[D].Beijing:School of Civil Engineering,Beijing jiaotong University,2007.(in Chinese)
9[5]CHENG C Y,DASARI G R,CHOW Y K,et al.Finite element analysis of tunnel-soil-pile interaction using displacement controUed model[J].Tunnelling and Underground Spaee Technology,2007,22(4):450-466.
10Soliman E, Duddeck H, Ahrens H. Three Dimensional Analysis of Closely Spaced Double-Tube Tunnel[J]. Tunnelling and Underground Space Technology, 1993,8 ( 1 ) : 13 - 18.
4Jenck O, Dias D. 3D-finite difference analysis of the interac- tion between concrete building and shallow tunneling [ J ]. Geotechnique, 2004,54 ( 8 ) : 519 - 528.
