Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 37 Issue 1
Turn off MathJax
Article Contents
Abstract
References
DONG Xin-ping. Incremental analytical solution for failure history of a single ring of segmented tunnel lining[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(1): 119-125. DOI: 10.11779/CJGE201501014
Citation: DONG Xin-ping. Incremental analytical solution for failure history of a single ring of segmented tunnel lining[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(1): 119-125. DOI: 10.11779/CJGE201501014
shu

Incremental analytical solution for failure history of a single ring of segmented tunnel lining

  • Department of Communication Engineering, Zhengzhou University, Zhengzhou 450002, China

More Information
  • Received Date: May 05, 2014
  • Published Date: January 19, 2015
    Graphical Abstract
    • Abstract
  • As one important and fundamental research part in exploring the failure history of segmented tunnel lining, the analytical solution in incremental mode for the single segment ring is developed to trace and understand the behavior of the segment ring especially at failure. The relative stiffness method (RSM) and bending-moment search method (BSM) are proposed and utilized to scan and snap the ultimate bending moment capacities and real-time safeties of the segment and segment joint in the whole linear and nonlinear loading histories of a single segment ring. The finite element model based on one full-scale-test is revised by neglecting the interaction between the rings and the reinforcements in the segment in order to provide one benchmark test for the analytical solutions of RSM and BSM. The bending moments in the segment and segment joint of the analytical solutions are compared to FE calculations based on the same validation model, and a very good agreement is found. It is concluded that the proposed incremental analytical methods (RSM and BSM) are applicable.
    • FullText(HTML)
    • References (16)
  • [1]
    刘建航, 侯学渊. 盾构法隧道[M]. 北京: 中国铁道出版社, 1991. (LIU Jian-hang, HOU Xue-yuan. Shield—driven tunnels[M]. Beijing: China Railway Press, 1991. (in Chinese))
    [2]
    朱合华, 崔茂玉, 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 He-hua, CUI Mao-yu, YANG Jin-song. Design model for shield lining segments and distribution of load[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 190-194. (in Chinese))
    [3]
    朱合华, 丁文其, 李晓军. 盾构隧道施工力学性态模拟及工程应用[J]. 土木工程学报, 2000, 33(3): 98-103. (ZHU He-hua, DING Wen-qi, LI Xiao-jun. Construction simulation fro the mechanical behavior of shield tunnel and its application[J]. China Civil Engineering Journal, 2000, 33(3): 98-103. (in Chinese))
    [4]
    朱伟, 黄正荣, 梁精华. 盾构衬砌管片的壳-弹簧设计模型研究[J]. 岩土工程学报, 2006, 28(8): 940-947. (ZHU Wei, HUANG Zheng-rong, LIANG Jing-hua. Studies on shell-spring design model for segment of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 940-947. (in Chinese))
    [5]
    何川, 封坤. 大型水下盾构隧道结构研究现状与展望[J]. 西南交通大学学报, 2011, 46(1): 1-11. (HE Chuan, FENG Kun. Review and prospect of structure research of underwater shield tunnel with large cross-section[J]. Journal of Southwest Jiaotong University, 2011, 46(1): 1-11. (in Chinese))
    [6]
    封坤, 何川, 夏松林. 大断面盾构隧道结构横向刚度有效率的原型试验研究[J]. 岩土工程学报, 2011, 33(11): 1750-1758. (FENG Kun, HE Chuan, XIA Song-lin. Prototype tests on effective bending rigidity ratios of segmental lining structure for shield tunnel with large cross-section[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1750-1758. (in Chinese)).
    [7]
    何川, 张建刚, 杨征. 武汉长江隧道管片衬砌结构力学特征模型试验研究[J]. 土木工程学报, 2008, 41(12): 85-90. (HE Chuan, ZHANG Jian-gang, YANG Zheng. Model test study on the mechanical characteristics of segment lining for Wuhan Yangtze River Tunnel[J]. China Civil Engineering Journal, 2008, 41(12): 85-90. (in Chinese))
    [8]
    苏宗贤. 超大断面水下盾构隧道原型结构试验及结构分析模型研究[D]. 成都: 西南交通大学, 2008. (SU Zong-xian. Research on prototype test and structure analyse model of underwater shield tunnel with super-large cross-section[D]. Chengdu: Southwest Jiaotong University, 2008. (in Chinese))
    [9]
    鲁亮, 孙越峰, 柳献, 等. 地铁盾构隧道足尺整环结构极限承载能力试验研究[J]. 结构工程师, 2012, 28(6): 134-139. (LU Liang, SUN Yue-feng, LIU Xian, et al. Full-ring experimental study on the ultimate bearing capacity of the lining structure of the metro shield tunnel[J]. Structural Engineers, 2012, 28(6): 134-139. (in Chinese))
    [10]
    SCHREYER J, WINSELMANN D. Suitability tests for the lining for the 4th elbe tunnel tube - Results of large-scale Tests[J]. Tunnel, 2000, 1: 34-44.
    [11]
    BLOM C B M, HORST E J, JOVANOVIC P S. Three-dimensional structural analyses of the shield-driven “green heart” tunnel of the high-speed line south[J]. Tunnelling and Underground Space Technology, 1999, 14: 217-224.
    [12]
    MOLINS Climent, ARNAU Oriol. Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. Part 1: test configuration and execution[J]. Tunnelling and Underground Space Technology, 2011, 26: 764-777.
    [13]
    ARNAU Oriol, MOLINS Climent. Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. Part 2: Numerical simulation[J]. Tunnelling and Underground Space Technology, 2011, 26: 778-788.
    [14]
    董新平. 盾构衬砌整环破坏机理研究[J]. 岩土工程学报, 2014, 36(3): 417-426. (DONG Xin-ping. Failure mechanism of the full-ring for segmented tunnel lining[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 417-426. (in Chinese))
    [15]
    董新平. 一类盾构管片接头破坏历程的解析解[J]. 岩土工程学报, 2013, 35(10): 1870-1875. (DONG Xin-ping. An analytical solution of the segment joint model for segmented tunnel lining[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(10): 1870-1875. (in Chinese))
    [16]
    吴全立, 王梦恕, 董新平. 盾构管片接头非线性转动刚度研究[J]. 土木工程学报, 2014, 47(4): 109-114. (WU Quan-li, WANG Meng-shu, DONG Xin-ping. Study on nonlinear rotational stiffness of shield segment joint[J].China Civil Engineering Journal, 2014, 47(4): 109-114. (in Chinese))
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (298) PDF downloads (252) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return