AKAGI H,KOMIYA K.Finite element analyses of theinteraction of a pair of shield tunnels[C]∥XIVInternational Conference of Soil Mechanics and FoundationEngineering.Waseda University,Tokyo:A A BalkemaPublishers,1997:1449-1452.
[4]
胡坚.软土隧道的纵向变形计算方法[D].上海:同济大学土木工程学院,2000.HU Jian.Computational method on the longitudinaldisplacement of tunnel in soft clay[D].Shanghai:Schoolof Civil Engineering of Tongji University,2000.(inChinese)
[5]
黄钟晖.盾构法隧道错缝拼装衬砌受力机理的研究[D].上海:同济大学土木工程学院,2001.HUANG Zhong-hui.Research on stagger-jointed segmentallining behavior of shield-tunnel[D].Shanghai:School ofCivil Engineering of Tongji University,2001.(inChinese)
[6]
张凤祥,朱合华,傅德明.盾构隧道[M].北京:交通出版社,2004.
[7]
张志强,何川,佘才高.南京地铁盾构掘进施工的三维有限元仿真分析[J].铁道学报,2005,27(1):84-89.ZHANG Zhi-qiang,HE chuan,SHE Cai-gao.Threedimensional finite element modeling of excavation andadvancement processes of shield tunnel construction inNanjing Metro[J].Journal of the China Railway Society,2005,27(1):84-89.(in Chinese)
[8]
王志良,申林方.基于弹性地基梁理论的隧道纵向变形分析[J].路基工程,2010,16(1):34-36.WANG Zhi-liang,SHEN Lin-fang.Analysis on tunnelvertical deformation based on the theory of elasticfoundation beam[J].Subgrade Engineering,2010,16(1):34-36.(in Chinese)