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异形盾构隧道衬砌结构计算模型和受力特征研究

朱叶艇, 朱雁飞, 张子新, 黄昕

朱叶艇, 朱雁飞, 张子新, 黄昕. 异形盾构隧道衬砌结构计算模型和受力特征研究[J]. 岩土工程学报, 2018, 40(7): 1230-1236. DOI: 10.11779/CJGE201807009
引用本文: 朱叶艇, 朱雁飞, 张子新, 黄昕. 异形盾构隧道衬砌结构计算模型和受力特征研究[J]. 岩土工程学报, 2018, 40(7): 1230-1236. DOI: 10.11779/CJGE201807009
ZHU Ye-ting, ZHU Yan-fei, ZHANG Zi-xin, HUANG Xin. Computational model and mechanical characteristics of linings of special-shaped shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(7): 1230-1236. DOI: 10.11779/CJGE201807009
Citation: ZHU Ye-ting, ZHU Yan-fei, ZHANG Zi-xin, HUANG Xin. Computational model and mechanical characteristics of linings of special-shaped shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(7): 1230-1236. DOI: 10.11779/CJGE201807009

异形盾构隧道衬砌结构计算模型和受力特征研究  English Version

详细信息
    作者简介:

    朱叶艇(1987- ),男,浙江绍兴人,博士,博士后,主要研究方向为隧道及地下工程。E-mail:1210278theronzhu@tongji.edu.cn。

    通讯作者:

    张子新,E-mail:zxzhang@tongji.edu.cn

  • 中图分类号: TU91

Computational model and mechanical characteristics of linings of special-shaped shield tunnels

  • 摘要: 首先通过原型整环管片力学试验研究了异形盾构管片环向接头转动刚度随隧道埋深增加的变化规律。基于试验成果建立了异形盾构管片壳-弹簧计算模型,并将原型试验结果与修正惯用法和壳-弹簧模型进行对比,给出了异形盾构管片内力分布模式,明确了修正惯用法作为异形盾构管片设计方法的可靠性,并将壳-弹簧模型推荐为能较为科学地反映异形盾构管片实际受力特征的计算模型。最后,基于壳-弹簧模型从经济和力学两个角度对异形盾构隧道与矩形和圆形隧道进行对比,证明了异形盾构应用于浅覆土地层的科学合理性。
    Abstract: The change laws of rotational stiffness of ring joints with depth are analyzed based on the loading tests on three full-ring special-shaped shield linings. A computational model for shell-spring of special-shaped shield linings is established adopting the rotational stiffness of joints obtained from the prototype tests. The distribution mode of internal forces for special-shaped shield linings is determined. The test results obtained from the prototype tests are compared with those from the modified routine method and the shell-spring model. It is shown that the modified routine method as the common design method is effectively reliable, and the shell-spring model is recommended as the most effective computational model because the obtained mechanical characteristics of special-shaped shield linings are the closest to the reality. Finally, from the economical and mechanical perspectives, the application of special-shaped tunnels under shallow overburden condition is more scientific and reasonable in comparison to either the circular or the rectangular tunnels.
  • [1] 周海鹰. 盾构隧道衬砌管片结构的力学性能试验及理论研究[D]. 大连: 大连理工大学, 2011.
    (ZHOU Hai-ying.Theoretical study and test on mechanic behavior of lining segment in shield tunnel[D]. Dalian: Dalian University of Technology, 2011. (in Chinese))
    [2] 黄正荣. 基于壳-弹簧模型的盾构衬砌管片受力特性研究[D]. 南京: 河海大学, 2007.
    (HUANG Zheng-rong.Study on the mechanics character of shield tunnel segment with shell-spring model[D]. Nanjing: Hohai University, 2007. (in Chinese))
    [3] TEACHAVORASINSKUN S, CHUB-UPPAKARN T.Influence of segmental joints on tunnel lining[J]. Tunnelling and Underground Space Technology, 2010, 25(4): 490-494.
    [4] ARNAU O, MOLINS C.Three-dimensional structural response of segmental tunnel linings[J]. Engineering Structures, 2012, 44(6): 210-221.
    [5] 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))
    [6] 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 Jian-gang, HE Chuan, YANG Zheng.Analysis of 3D internal forces distribution of wide segment lining for large-section shield tunnel[J]. Rock and Soil Mechanics, 2009, 30(7): 2058-2062. (in Chinese))
    [7] 周济民, 何川, 肖明清, 等. 狮子洋水下盾构隧道衬砌结构受力的现场测试与计算分析[J]. 铁道学报, 2012, 34(7): 115-121.
    (ZHOU Ji-min, HE Chuan, XIAO Ming-qing, et al.Field test and numerical simulation of mechanics of segment lining of shiziyang underwater shield tunnel[J]. Journal of the China Railway Society, 2012, 34(7): 115-121. (in Chinese))
    [8] 闫治国, 彭益成, 丁文其, 等. 青草沙水源地原水工程输水隧道单层衬砌管片接头荷载试验研究[J]. 岩土工程学报, 2011, 33(9): 1385-1390.
    (YAN Zhi-guo, PENG Yi-cheng, DING Wen-qi, et al.Load tests on segment joints of single lining structure of shield tunnel in Qingcaosha water conveyance project[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(9): 1385-1390. (in Chinese))
    [9] GB 50157—2013 地铁设计规范[S]. 2013. (GB 50157—2013 Code for design of metro[S]. 2013. (in Chinese))
    [10] 张子新, 朱叶艇, 朱雁飞, 等. 1∶1 站立式大断面异形盾构管片力学试验系统的研发与应用[J]. 岩石力学与工程学报, 2017, 36(12): 2895-2905.
    (ZHANG Zi-xin, ZHU Ye-ting, ZHU Yan-fei, et al.Development and application of a 1∶1 mechanical test system for special-shaped shield lining with a large cross-section[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(12): 2895-2905. (in Chinese))
    [11] 朱叶艇. 大断面异形盾构隧道衬砌结构力学行为研究[D]. 上海: 同济大学, 2017.
    (ZHU Ye-ting.Study on the mechanical behavior of special-shaped shield lining structure with a large cross-section[D]. Shanghai: Tongji University, 2017. (in Chinese))
    [12] 曾东洋, 何川. 地铁盾构隧道管片接头抗弯刚度的数值计算[J]. 西南交通大学学报, 2004, 39(6): 744-748.
    (ZENG Dong-yang, HE Chuan.Numerical simulation of segment joint bending stiffness of metro shield tunnel[J]. Journal of Southwest Jiaotong University, 2004, 39(6): 744-748. (in Chinese))
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  • 被引次数: 10
出版历程
  • 收稿日期:  2017-03-29
  • 发布日期:  2018-07-24

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