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 45 Issue 5
Turn off MathJax
Article Contents
Abstract
References
Supplements
YU Haitao, WEI Yibo. Analytical solution for longitudinal seismic response of tunnels with segmental flexible joints crossing faults[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(5): 912-920. DOI: 10.11779/CJGE20220315
Citation: YU Haitao, WEI Yibo. Analytical solution for longitudinal seismic response of tunnels with segmental flexible joints crossing faults[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(5): 912-920. DOI: 10.11779/CJGE20220315
shu

Analytical solution for longitudinal seismic response of tunnels with segmental flexible joints crossing faults

  • 1.

    State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China

  • 2.

    Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

More Information
  • Received Date: March 21, 2022
  • Available Online: May 18, 2023
    Graphical Abstract
    • Abstract
  • The seismic damage induced by fault dislocation is a long-standing problem in the disaster prevention and control of tunnels crossing faults. Setting segmental flexible joints is an effective aseismic measure in the engineering practices. At present, no analytical solutions are available for the design of segmental flexible joints. An analytical solution for longitudinal seismic response of tunnels with segmental flexible joints crossing faults is presented. For the derivation, the segmental tunnel is assumed as a finite Euler-Bernoulli beam on the Pasternak two-parameter foundation, and the tunnel joints are simplified as the shear and bending spring elements. The discontinuous displacement fields in the fault zone are simplified as the external loads exerted on the beam, which considers the discontinuity of the fault site. The analytical solution for the longitudinal seismic response of tunnels with segmental flexible joints under fault dislocation is derived based on the established governing equations and boundary conditions. The proposed solution is verified by comparing its results with those from the tests and FEM model. Finally, the sensitivity analysis is carried out to investigate the influences of the setting plans for segmental flexible joints and the tunnel-joint stiffness ratio on the response of internal force of tunnel structures. The results indicate that flexible joints can effectively reduce the response of longitudinal internal force of tunnel structures in the affected area by the fault dislocation, and the response of internal force of tunnel structures is effectively reduced with the increase of flexible joints. It is concluded that the response of internal force can be significantly reduced when the flexible joints are respectively arranged on the fault dislocation surface and the interface between the faults and the hanging wall/footwall. Besides, the response of internal force of tunnels can be further reduced by increasing the tunnel-joint stiffness ratio. The research may provide a theoretical basis for the seismic analysis and the design of tunnels with flexible joints crossing faults.
    • FullText(HTML)
    • References (17)
  • [1]
    WANG W L, WANG T T, SU J J, et al. Assessment of damage in mountain tunnels due to the Taiwan Chi-chi earthquake[J]. Tunnelling and Underground Space Technology, 2001, 16(3): 133-150. doi: 10.1016/S0886-7798(01)00047-5
    [2]
    YU H T, CHEN J T, BOBET A, et al. Damage observation and assessment of the Longxi tunnel during the Wenchuan earthquake[J]. Tunnelling and Underground Space Technology, 2016, 54: 102-116. doi: 10.1016/j.tust.2016.02.008
    [3]
    DALGIC S. Tunneling in squeezing rock, the Bolu tunnel, Anatolian motorway, Turkey[J]. Engineering Geology, 2002, 67(1/2): 73-96.
    [4]
    SHAHIDI A R, VAFAEIAN M. Analysis of longitudinal profile of the tunnels in the active faulted zone and designing the flexible lining (for Koohrang-Ⅲ tunnel)[J]. Tunnelling and Underground Space Technology, 2005, 20(3): 213-221. doi: 10.1016/j.tust.2004.08.003
    [5]
    禹海涛, 袁勇. 长大隧道地震响应分析与试验方法新进展[J]. 中国公路学报, 2018, 31(10): 19-35. doi: 10.3969/j.issn.1001-7372.2018.10.003

    YU Haitao, YUAN Yong. Review on seismic response analysis and test methods for long and large tunnels[J]. China Journal of Highway and Transport, 2018, 31(10): 19-35. (in Chinese) doi: 10.3969/j.issn.1001-7372.2018.10.003
    [6]
    禹海涛, 李衍熹. 土-结构动力作用体系混合试验研究进展与探讨[J]. 中国公路学报, 2020, 33(12): 105-117. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL202012009.htm

    YU Haitao, LI Yanxi. Review and discussion on recent progress of hybrid simulation for soil-structure dynamic interaction system[J]. China Journal of Highway and Transport, 2020, 33(12): 105-117. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL202012009.htm
    [7]
    刘学增, 林亮伦. 75°倾角逆断层黏滑错动对公路隧道影响的模型试验研究[J]. 岩石力学与工程学报, 2011, 30(12): 2523-2530.

    LIU Xuezeng, LIN Lianglun. Research on model experiment of effect of thrust fault with 75°dip angle stick-slip dislocation on highway tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(12): 2523-2530. (in Chinese)
    [8]
    黄强兵, 彭建兵, 门玉明, 等. 分段柔性接头地铁隧道适应地裂缝大变形的模型试验研究[J]. 岩石力学与工程学报, 2010, 29(8): 1546-1554.

    HUANG Qiangbing, PENG Jianbing, MEN Yuming, et al. Model test study of sectional metro tunnel with flexible joints adapting large deformation of ground fissures[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(8): 1546-1554. (in Chinese)
    [9]
    MELISSIANOS V E, LIGNOS X A, BACHAS K K, et al. Experimental investigation of pipes with flexible joints under fault rupture[J]. Journal of Constructional Steel Research, 2017, 128: 633-648. doi: 10.1016/j.jcsr.2016.09.026
    [10]
    YAN G, SHEN Y, GAO B, et al. Damage evolution of tunnel lining with steel reinforced rubber joints under normal faulting: An experimental and numerical investigation[J]. Tunnelling and Underground Space Technology, 2020, 97: 103223. doi: 10.1016/j.tust.2019.103223
    [11]
    YU H T, ZHANG Z W, CHEN J T, et al. Analytical solution for longitudinal seismic response of tunnel liners with sharp stiffness transition[J]. Tunnelling and Underground Space Technology, 2018, 77: 103-114. doi: 10.1016/j.tust.2018.04.001
    [12]
    刘国钊, 乔亚飞, 何满潮, 等. 活动性断裂带错动下隧道纵向响应的解析解[J]. 岩土力学, 2020, 41(3): 923-932. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202003023.htm

    LIU Guozhao, QIAO Yafei, HE Manchao, et al. An analytical solution of longitudinal response of tunnels under dislocation of active fault[J]. Rock and Soil Mechanics, 2020, 41(3): 923-932. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX202003023.htm
    [13]
    TANAHASHI H. Formulas for an infinitely long Bernoulli-Euler beam on the Pasternak model[J]. Soils and Foundations, 2004, 44(5): 109-118.
    [14]
    VESIĆ A B. Bending of beams resting on isotropic elastic solid[J]. Journal of the Engineering Mechanics Division, 1961, 87(2): 35-53.
    [15]
    李宏, 陈征, 王海忠, 等. 南北带南段实测地应力特征与钻孔应变观测[C]//2014年中国地球科学联合学术年会. 北京, 2014.

    LI Hong, CHEN Zheng, WANG Haizhong, et al. In-situ stress characteristics and borehole strain observation in the southern section of north-south belt[C]//Annual Meeting of Chinese Geoscience Union. Beijing, 2014. (in Chinese)
    [16]
    孙飞. 穿越活断层地铁隧道结构损伤破坏机理及抗错动性能研究[D]. 成都: 西南交通大学, 2019.

    SUN Fei. Study on Damage and Fracture Mechanism and Anti- Displacement Performance of Metro Tunnels Passing through Active Faults[D]. Chengdu: Southwest Jiaotong University, 2019. (in Chinese)
    [17]
    SHIBA Y, KAWASHIMA K, OBINATA N, et al. Evaluation procedure for seismic stress developed in shield tunnels based on seismic deformation method. [J]. Doboku Gakkai Ronbunshu, 1989(404): 385-394.
    • Related Articles
  • Supplements (1)

  • Other Related Supplements

  • Cited by

    Periodical cited type(9)

    1. 郭文远，李世民，王志岗，高涛，陶连金，谢霖，刘建功，刘华南. 正断层错动作用下浅埋地铁隧道受力分析方法及抗断设计研究. 振动与冲击. 2025(01): 252-261+297 .
    2. 王浩鱇，申玉生，潘笑海，常铭宇，张昕阳，粟威. 强震区穿越多破裂面破碎带隧道动力特性试验研究. 现代隧道技术. 2025(01): 212-220+230 .
    3. 王志岗，陶连金，石城，史明，刘建功. 逆断层错动作用下双仓管廊结构力学特性和抗断设计研究. 土木工程学报. 2024(07): 37-50 .
    4. 翟之阳，王春瑶，路平. 地震作用下隧道不同位置单一及组合渗漏规律研究. 安徽建筑. 2024(09): 153-157 .
    5. 张治国，冯家伟，朱正国，赵其华，孙苗苗. 断层错动下非连续管道的力学响应分析. 岩土力学. 2024(11): 3221-3234 .
    6. 王天强，耿萍，何川，王琦. 穿越活动断裂带螺旋隧道抗错性能模型试验研究. 岩石力学与工程学报. 2024(11): 2738-2752 .
    7. 张君臣，李伟平，晏启祥，张伟列，孙明辉，陈文宇. 含有空心榫的盾构隧道环缝接头柔性特征研究. 土木工程学报. 2024(12): 104-117 .
    8. 王综仕，韩现民，徐孟起，王为鑫. 断层错动-地震不同时序作用对隧道的影响研究. 石家庄铁道大学学报(自然科学版). 2024(04): 45-50+124 .
    9. 朱合华，禹海涛，韩富强，卫一博，袁勇. 穿越活动断层隧道抗震韧性设计理念与关键问题. 中国公路学报. 2023(11): 193-204 .

    Other cited types(2)

Catalog

    Get Citation
    PDF
    XML
    Article views (373) PDF downloads (127) Cited by(11)
    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