[1] 刘建航,候学渊.盾构法隧道[M].北京:中国铁道出版社,1991: 183-197.
[2] 日本土木学会.隧道标准规范(盾构篇)及解说[M].朱伟,译.北京:中国建筑工业出版社,2001: 68-73.
[3] Working Group No.2, International Tunneling Association. Guidelines for the design of shield tunnel lining [J]. Tunneling and Underground Space Technology, 2000, 15(3): 303-331.
[4] 朱合华,陶履彬.盾构隧道衬砌结构受力分析的梁弹簧系统模型[J].岩土力学,1998,19(2): 26-31.
ZHU Hehua, TAO Lvbin. Study on two beamspring models for the numerical analysis of segments in shield tunnel [J]. Rock and Soil Mechanics, 1998, 19(2): 26-31.
[5] 朱伟,黄正荣,梁精华.盾构衬砌管片的壳弹簧设计模型的研究[J].岩土工程学报,2006,27(12): 2154-2158.
ZHU Wei, HUANG Zhengrong, LIANG Jinghua. Studies on shellspring design model for segment of shield tunnels [J]. Chinese Journal of Geotechnical Engineering, 2006, 27(12): 2154-2158.
[6] 苏宗贤,何川. 盾构隧道管片衬砌内力分析的壳弹簧接触模型及其应用[J]. 工程力学,2007,24(10): 131-136.
SU Zongxian, HE Chuan. Shellspringcontact model for shield tunnel segmental lining analysis and its application [J]. Engineering Mechanics, 2007, 24(10): 131-136.
[7] 张建刚,何川,杨征. 大断面宽幅盾构管片三维内力分布分析[J]. 岩土力学,2009,30(7): 2058-2062.
ZHANG Jiangang, HE Chuan, YANG Zheng. Analysis of 3D internal forces distribution of wide segment lining for largesection shield tunnel [J]. Rock and Soil Mechanics, 2009, 30(7): 2058-2062.
[8] NAGGAR H E, HINCHBERGER S D, LO K Y. A closedform solution for composite tunnel linings in a homogeneous infinite isotropic elastic medium [J]. Canadian Geotechnical Journal, 2008, 45(2): 266-287.
[9] LEE K M, GE X W. The equivalence of a jointed shielddriven tunnel lining to a continuous ring structure [J]. Canadian Geotechnical Journal, 2001, 38(3): 461-483.
[10] 张海波,殷宗泽,朱俊高,等.盾构法隧道衬砌施工阶段受力特性的三维有限元模拟[J].岩土力学,2005,26(6): 990-994.
ZHANG Haibo, YIN Zongze, ZHU Jungao, et al. Threedimensional FEM simulation of shielddriven tunneling during construction stage [J]. Rock and Soil Mechanics, 2005, 26(6): 990-994.
[11] 陈俊生,莫海鸿,梁仲元.盾构隧道施工阶段管片局部开裂原因初探[J].岩石力学与工程学报,2006,25(5): 906-910.
CHEN Junsheng, MO Haihong, LIANG Zhongyuan. Study on local cracking of segments in shield tunnel during construction [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(5): 906-910.
[12] MO H H, CHEN J S. Study on inner force and dislocation of segments caused by shield machine attitude [J]. Tunneling and Underground Space Technology, 2008, 23(3): 281-291.
[13] CHEN J S, MO H H. Numerical study on crack problems in segments of shield tunnel using finite element method [J]. Tunneling and Underground Space Technology, 2009, 24(1): 91-102.
[14] 钟小春,朱伟.盾构衬砌管片压力反分析研究[J].岩土力学,2006,27(10): 1743-1748.
ZHONG Xiaochun, ZHU Wei. Back analysis of soil pressure acting on shield lining segment [J]. Rock and Soil Mechanics, 2006, 27(10): 1743-1748.
[15] 朱合华,崔茂松,杨金松.盾构衬砌管片的设计模型与荷载分布的研究[J].岩土工程学报,2000,22(2): 190-194.
ZHU Hehua, CUI Maosong, YANG Jinsong. Design model for shield lining segments and distribution of load [J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 190-194. |