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Volume 41 Issue 11
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LIANG Kun, FENG Kun, XIAO Ming-qing, HE Chuan, XIE Jun, FANG Ruo-quan. Water-pressure action on structural behaviors of straight assembling segmental linings of underwater shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 2037-2045. DOI: 10.11779/CJGE201911008
Citation: LIANG Kun, FENG Kun, XIAO Ming-qing, HE Chuan, XIE Jun, FANG Ruo-quan. Water-pressure action on structural behaviors of straight assembling segmental linings of underwater shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 2037-2045. DOI: 10.11779/CJGE201911008
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Water-pressure action on structural behaviors of straight assembling segmental linings of underwater shield tunnels

  • 1. Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, China;
    2. China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430071, China;
    3. National & Local Joint Engineering Research Center of Underwater Tunnel Technology, Wuhan 430071, China

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  • Received Date: March 10, 2019
  • Published Date: November 24, 2019
    Graphical Abstract
    • Abstract
  • For Suzhou-Nantong GIL power gallery tunnel, the prototype tests using the straight assembling segmental lining method are carried out. From the aspect of water pressures on the force, deformation and crack resistance of the segmental structure, the influences of water pressures on the mechanical properties of the segmental structure under the straight joint assembling condition are studied. The results show that: (1) The straight assembling segmental lining has a large displacement at the position of dome, and increasing the water pressures can effectively control the dome deformation and the overall elliptical deformation of the segmental structure. However, the maximum single point displacement of the segment is easier to reach the limit than the ellipticity. (2) It is recommended to take the single-point maximum deformation rate of 2‰~2.5‰ as the deformation control standard. (3) Under the effects of high water pressures, the joint opening of the segmental structure mainly occurs near the K-block, which is caused by dense joints, the minimum structural rigidity and the maximum deformation. The increase in the water pressures has a significant limiting effect on the longitudinal joint opening, and can reduce the force of the corresponding connecting bolts. (4) Increasing the water pressures will greatly improve the crack resistance of the segmental structure and reduce the tensile stress of the main reinforcement of the segmental structure, but it will also increase its compressive stress and hoop stress. (5) The increase in the water pressures improves the mechanical properties of the segment structure to a certain extent. However, the high water pressures cause the segmental structure to be in a state of high axial compression, which is prone to crushing and shearing at the joint and the damage is sudden. The research results have important guiding significance for the design of underwater shield tunnels.
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    • References (21)
  • [1]
    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))
    [2]
    ITA-Working Group Research. Processed recommendation for design of lining of shield tunnel[R]. Lausanne: Tunneling Association, 1997: 1-26.
    [3]
    谢红强, 何川, 李围. 江底盾构隧道施工期外水压分布规律的现场试验研究[J]. 岩土力学, 2006, 27(10): 1851-1855.
    (XIE Hong-qiang, HE Chuan, LI Wei.Experimental study on distribution of external water pressure around sub-river shield tunnel in construction period[J]. Rock and Soil Mechanics, 2006, 27(10): 1851-1855. (in Chinese)).
    [4]
    周济民. 水下盾构法隧道双层衬砌结构力学特性[D]. 成都:西南交通大学, 2012.
    (ZHOU Ji-ming.Mechanical properties of double layer lining of underwater shield tunnel[D]. Chengdu: Southwest Jiaotong University, 2012. (in Chinese))
    [5]
    封坤. 大断面水下盾构隧道管片衬砌结构的力学行为研究[D]. 成都: 西南交通大学, 2012.
    (FENG Kun.Research on mechanical behavior of segmental lining structure for underwater shield tunnel with large cross-section[D]. Chengdu: Southwest Jiaotong University, 2012. (in Chinese))
    [6]
    张建刚, 何川. 高水压大断面盾构隧道管片衬砌结构静力学行为模型试验研究[J]. 水文地质工程地质, 2009, 36(4): 80-84.
    (ZHANG Jian-gang, HE Chuan.Experimental study on static behavior model of segment lining structure of high water pressure large section shield tunnel[J]. Hydro Geological Engineering Geology, 2009, 36(4): 80-84. (in Chinese))
    [7]
    唐长东. 高水压盾构隧道整环管片的力学特性研究[D]. 广州: 华南理工大学, 2012.
    (TANG Chang-dong.Study on mechanical properties of high pressure of shield tunnel segment domain[D]. Guangzhou: South China University of Technology, 2012. (in Chinese))
    [8]
    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.The field test and calculation analysis of the force of the lining structure of the underwater shield tunnel in the lion ocean[J]. Journal of Railway Science, 2012, 34(7): 115-121. (in Chinese))
    [9]
    彭博. 水下盾构隧道管片衬砌结构渐进性破坏机理研究[D]. 成都: 西南交通大学, 2015.
    (PENG Bo.Research on progressive damage of segment linling of underwater shield tunnel[D]. Chengdu: Southwest Jiaotong University, 2015. (in Chinese))
    [10]
    黄清飞, 袁大军, 王梦恕. 水位对盾构隧道管片结构内力影响研究[J]. 岩土工程学报, 2008, 30(8): 1112-1120.
    (HUANG Qin-fei, YUAN Da-jun, WANG Meng-shu.Influence of water level on internal force of segments of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(8): 1112-1120. (in Chinese))
    [11]
    曾东洋, 何川. 盾构隧道衬砌结构内力计算方法的对比分析研究[J]. 地下空间与工程学报, 2005, 1(5): 707-712.
    (ZENG Dong-yang, HE Chuan.Comparsion and analysis research of different shield tunnel lining internal forces design methods[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(5): 707-712. (in Chinese))
    [12]
    王士民, 姚佳兵, 何祥凡, 等. 水压对盾构管片衬砌力学特征与破坏形态的影响模型试验研究[J]. 土木工程学报, 2018, 51(4): 111-120.
    (WANG Shi-min, YAO Jia-bing, HE Xiang-fan, et al.Research on the mechanical property and failure mode of shield tunnels with different hydraulic pressure by model test[J]. China Civil Engineering Journal, 2018, 51(4): 111-120. (in Chinese))
    [13]
    封坤, 何川, 苏宗贤. 南京长江隧道原型管片结构破坏试验研究[J]. 西南交通大学学报, 2011, 46(4): 564-571.
    (FENG Kun, HE Chuan, SU Zong-xian.Prototype test on failure characteristic of segmental lining structure for Nanjing Yangtze River Tunnel[J]. Journal of Southwest Jiaotong University, 2011, 46(4): 564-571. (in Chinese))
    [14]
    何川, 封坤, 晏启祥. 高速铁路水下盾构隧道管片内力分布规律研究[J]. 铁道学报, 2012, 34(4): 101-109.
    (HE Chuan, FENG Kun, YAN Qi-xiang.Study on Inner force distribution of segmental lining of high-speed railway underwater shield tunnel[J]. Journal of the China Railway Society, 2012, 34(4): 101-109. (in Chinese))
    [15]
    毕湘利, 柳献, 王志秀, 等. 通缝拼装盾构隧道结构极限承载力的足尺试验研究[J]. 土木工程学报, 2014, 47(10): 117-127.
    (BI Xiang-li, LIU Xian, WANG Zhi-xiu, et al.Experimental investigation on the ultimate bearing capacity of continuous-jointed segmental tunnel linings[J]. China Civil Engineering Journal, 2014, 47(10): 117-127. (in Chinese))
    [16]
    LIU Xian, DONG Zi-bo, BAI Yun, et al.Investigation of the structural effect induced by stagger joints in segmental tunnel linings: first results from full-scale ring tests[J]. Tunnelling and Underground Space Technology, 2017, 66: 1-18.
    [17]
    何川, 封坤, 苏宗贤. 大断面水下盾构隧道原型结构加载试验系统的研发与应用[J]. 岩石力学与工程学报, 2011, 30(2): 254-266.
    (HE Chuan, FENG Kun, SU Zong-xian.Development and application of loading test system of prototype structure for underwater shield tunnel with large section-cross[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(2): 254-266. (in Chinese))
    [18]
    GB 50446—2017 盾构法隧道施工与验收规范[S]B 50446—2017 盾构法隧道施工与验收规范[S]. 北京: 中国建筑工业出版社, 2017.
    (GB 50446—2017 Shield tunnel construction and acceptance specification[S]B 50446—2017 Shield tunnel construction and acceptance specification[S]. Beijing: China Architecture and Building Press, 2017. (in Chinese))
    [19]
    张旭辉, 杨志豪, 洪弼宸, 等. 盾构隧道结构健康评价的变形指标研究[J]. 隧道与轨道交通, 2014(4): 7-13.
    (ZHANG Xu-hui, YANG Zhi-hao, HONG Bi-chen, et al.Study on deformation index of shield tunnel structural health evaluation[J]. Underground Engineering and Tunnels, 2014(4): 7-13. (in Chinese))
    [20]
    邓朝辉. 盾构隧道管片接缝防水设计[J]. 铁道建筑技术, 2008(增刊1): 157-159, 163.
    (DENG Zhao-hui.Waterproof design of joints of shield tunnel segments[J]. Railway Construction Technology, 2008(S1): 157-159, 163. (in Chinese))
    [21]
    WEI H, WANG Y, LUO J.Influence of magnetic water on early-age shrinkage cracking of concrete[J]. Construction and Building Materials, 2017, 147: 91-100.
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