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Volume 37 Issue 6
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HUANG Da-wei, ZHOU Shun-hua, WANG Xiu-zhi, LIU Hong-bo, ZHANG Run-lai. Design method for longitudinal segment joints of shield tunnel model[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(6): 1068-1076. DOI: 10.11779/CJGE201506013
Citation: HUANG Da-wei, ZHOU Shun-hua, WANG Xiu-zhi, LIU Hong-bo, ZHANG Run-lai. Design method for longitudinal segment joints of shield tunnel model[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(6): 1068-1076. DOI: 10.11779/CJGE201506013
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Design method for longitudinal segment joints of shield tunnel model

  • 1. Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongi University, Shanghai 201804, China;
    2. Glenn Department of Civil Engineering, Clemson University, Clemson SC29634, USA;
    3. The Technical Center of Shanghai Shentong Metro Group Co., Ltd., Shanghai 201103, China

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  • Received Date: September 03, 2014
  • Published Date: June 18, 2015
    Graphical Abstract
    • Abstract
  • In consideration of the similarity between the bending stiffness of longitudinal joint of an installed scale model segment ring and that of the corresponding prototype one which is difficult to be satisfied, application of grooved model joints for a scale model for shield tunnel is proposed. The design method for the grooved model joints, slotted at both sides, slotted internally and slotted externally, is obtained. By comparing the calculated results of a model segment ring with grooved model joints with those of a beam-spring model, it is verified that the design method for the grooved model joints is feasible, and that the grooved model joints can simulate the installed ones well. After the analysis of influence of slotting on the internal width force and deformation of the segment ring, it is proposed that the corresponding central angle of the grooved model joints should be 3°to 5°. The proposed design theory of the grooved model joints is applicable for the design of a longitudinal joint of the scale model segment ring and for the numerical simulation based on uniform rigidity ring with bending rigidity to be reduced locally.
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    • References (16)
  • [1]
    蒋洪胜, 侯学渊. 盾构法隧道管片接头转动刚度的理论研 究[J]. 岩石力学与工程学报, 2004, 23(9): 1574–1577. (JIANG Hong-sheng, HOU Xue-yuan. Theoretical study of rotating stiffness of joint in shield tunnel segments[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(9): 1574–1577. (in Chinese))
    [2]
    张 鹏. 地铁盾构隧道管片接头的理论分析与应用研究[D]. 北京: 北京交通大学, 2011. (ZHANG Peng. Research on the theoretical analysis and application of the metro shield tunnel segment joint[D]. Beijing: Beijing Jiaotong University, 2011. (in Chinese))
    [3]
    曾东洋, 何 川. 地铁盾构隧道管片接头刚度影响因素研 究[J]. 铁道学报, 2005, 27(4): 90–95. (ZENG Dong-yang, HE Chuan. Study on factors influential in metro shield tunnel segment joint bending stiffness[J]. Journal of The China Railway Society, 2005, 27(4): 90–95. (in Chinese))
    [4]
    彭益成, 丁文其, 闫治国, 等. 修正惯用法中弯曲刚度有效 率的影响因素分析及计算方法[J]. 岩土工程学报, 2013, 35(增刊1): 495–500. (PENG Yi-cheng, DING Wen-qi, YAN Zhi-guo, et al. Analysis and calculation method of effective bending rigidity ratio in modified routine method[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(S1): 495– 500. (in Chinese))
    [5]
    YE F, GOU C F, SUN H D, et al. Model test study on effective ratio of segment bending rigidity of shield tunnel[J]. Tunnelling and Underground Space Technology, 2014(41): 193–205.
    [6]
    张厚美, 过 迟, 付德明. 圆形隧道装配式衬砌接头刚度 模型研究[J]. 岩土工程学报, 2000, 22(3): 309–314. (ZHANG Hou-mei, GUO Chi, FU De-ming. A study on the stiffness model of circular tunnel prefabricated lining[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(3): 309–314. (in Chinese))
    [7]
    TEACHAVORASINSKUN S, CHUB-UPPAKARN T. Influence of segmental joints on tunnel lining[J]. Tunnelling and Underground Space Technology, 2010(25): 490–494.
    [8]
    ZHONG X C, ZHU W, HUANG Z R, et al. Effect of joint structure on joint stiffness for shield tunnel lining[J]. Tunnelling and Underground Space Technology, 2006, 21: 406–407.
    [9]
    黄宏伟, 徐 凌, 严佳梁, 等. 盾构隧道横向刚度有效率研 究[J]. 岩土工程学报, 2006, 28(1): 11–18. (HUANG Hong-wei, XU Ling, YAN Jia-liang, et al. Study on transverse effective rigidity of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(1): 11–18. (in Chinese))
    [10]
    唐志成, 何 川, 林 刚. 地铁盾构隧道管片结构力学行 为模型试验研究[J]. 岩土工程学报, 2005, 27(1): 85–89. (TANG Zhi-cheng, HE Chuang, LIN Gang. Study on mechanical behavior of segment of shield tunnel of metro with model test[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(1): 85–89. (in Chinese))
    [11]
    KOYOMA Y, NISHIMURA T. The design of lining segment of shield tunnel using a beam-spring model[J]. Quarterly Report of RTRI, 1998, 39(1): 23–27.
    [12]
    Working Group No.2, ITA. Guidelines for the design of shield tunnel lining[J]. Tunnlling and Underground Space Technology, 2000, 15(3): 303–331.
    [13]
    葛世平, 谢东武, 丁文其, 等. 盾构管片接头简化数值模 拟方法[J]. 岩土工程学报, 2013, 35(9): 1600–1605. (GE Shi-ping, XIE Dong-wu, DING Wen-qi, et al. Simplified numerical simulation method for segment joints of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(9): 1600–1605. (in Chinese))
    [14]
    侯公羽, 杨 悦, 刘 波. 盾构管片接头模型的改进及管 片内力的数值计算[J]. 岩石力学与工程学报, 2007, 26(增 刊2): 4284–4291. (HOU Gong-yu, YANG Yue, LIU Bo. Improved joint model of shield tunnel segments and numerical calculation of inner forces[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(S2): 4284–4291. (in Chinese))
    [15]
    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 Yuefeng, Liu Xian, et al. Full-ring experimental study on the ultimate bearing capacity for the lining structure of the metro shield tunnel[J]. Structure Engineers, 2012, 28(6): 134–139. (in Chinese))
    [16]
    柳 献, 张浩立, 鲁 亮, 等. 超载工况下盾构隧道结构 承载能力的试验研究[J]. 地下空间与隧道, 2013(4): 10– 15. (LIU Xian, ZHANG Hao-li, LU Liang, et al. Experimental study on the bearing capacity for the lining structure of the metro shield tunnel under overloading condition[J]. Underground Engineering and tunnels, 2013(4): 10–15. (in Chinese))
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