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 44 Issue S2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHANG Fu-lin, LIU Zheng-hao, ZHU Yao-hong, DONG Zi-bo. Stress characteristics and weakening analysis of T-joint of connection passage by mechanical excavation method[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 116-119. DOI: 10.11779/CJGE2022S2025
Citation: ZHANG Fu-lin, LIU Zheng-hao, ZHU Yao-hong, DONG Zi-bo. Stress characteristics and weakening analysis of T-joint of connection passage by mechanical excavation method[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 116-119. DOI: 10.11779/CJGE2022S2025
shu

Stress characteristics and weakening analysis of T-joint of connection passage by mechanical excavation method

  • 1.

    Ningbo Rail Transportation Group Co., Ltd., Ningbo 315000, China

  • 2.

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

  • 3.

    Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China

  • 4.

    Faculty of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo 315211, China

  • 5.

    Ningbo Yonggong Intelligent Technology Co., Ltd., Ningbo 315000, China

More Information
  • Received Date: November 30, 2022
  • Available Online: March 26, 2023
    Graphical Abstract
    • Abstract
  • The forces on the T-joint parts of connection passage by the mechanical excavation method is complex, and their safety problems are severe. A kind of connection massage segment and a portal structure are proposed. The numerical model for the T-joint of connection passage by the mechanical excavation method is established using the ANSYS finite element software. The deformation and stress of the tunnel with portal structures with different strengths at the buried depth of 15 m are analyzed. The results show that with the decrease of the strength of the portal structures, the maximum displacement of the tunnel and the displacement of the segment increase, and the maximum stress of the tunnel increases, but the increase amplitunde is slight. After the opening of the segment, the displacements of the segment above and below the centre of the opening are the most dangerous and need to be reinforced. The bolts mainly bear the stress at the joint, and special attention should be paid to the safety of the bolt connection between the hole segments. The research conclusions may provide a reference for designing and safely constructing the connection passage by the mechanical excavation mehtod.
    • FullText(HTML)
    • References (7)
  • [1]
    HUANG Yi, LIU Zheng-hao, MA Xian-feng, et al. Research on cutting test and numerical simulation of segments used in connection passage with mechanical excavation method[J]. Tunnel Construction, 2022, 42(S1): 93–103.
    [2]
    林萍, 叶冠林, 陈楠, 等. 冻结法施工旁通道的冻土压力现场监测方法[J]. 岩土力学, 2011, 32(8): 2555–2560. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201108052.htm

    LIN Ping, YE Guan-lin, CHEN Nan, et al. In-situ monitoring method for frozen soil pressure during cross passage construction by freezing method[J]. Rock and Soil Mechanics, 2011, 32(8): 2555–2560. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201108052.htm
    [3]
    邓建林, 何寨兵, 李海波, 等. 盾构法联络通道T接部位受力特性测试研究[J]. 宁波大学学报(理工版), 2022, 35(6): 22–27. https://www.cnki.com.cn/Article/CJFDTOTAL-NBDZ202206004.htm

    DENG Jian-lin, HE Zhai-bing, LI Hai-bo, et al. Field measurement on the mechanical characteristics of the T-type intersection during the construction of shield-driven cross passage[J]. Journal of Ningbo University (Natural Science & Engineering Edition), 2022, 35(6): 22–27. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-NBDZ202206004.htm
    [4]
    岳丰田, 仇培云, 杨国祥, 等. 复杂条件下隧道联络通道冻结施工设计与实践[J]. 岩土工程学报, 2006, 28(5): 660–663. http://cge.nhri.cn/cn/article/id/12043

    YUE Feng-tian, QIU Pei-yun, YANG Guo-xiang, et al. Design and practice of freezing method applied to connected aisle in tunnel under complex conditions[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(5): 660–663. (in Chinese) http://cge.nhri.cn/cn/article/id/12043
    [5]
    HU Xiang-dong, PI Ai-ru. Frozen soil properties for cross passage construction in Shanghai Yangtze River Tunnel[C]//Proceedings of the 6th International Symposium (IS-SHANGHAI 2008). Shanghai, 2008.
    [6]
    YAN Q X, ZHANG J C, CHEN W Y, et al. Dynamic characteristics of intersection structure consisting of twin shield tunnels and a transverse passage[J]. KSCE Journal of Civil Engineering, 2019, 23(11): 4824–4835. doi: 10.1007/s12205-019-0418-2
    [7]
    ZHANG Jun-chen, YAN Qi-xiang, SUN Ming-hui, et al. Experimental study on the vibration damping of two parallel shield tunnels connected by an assembled transverse passage[J]. Tunnelling and Underground Space Technology, 2021, 107: 103659.
    • Related Articles

  • Related Articles

    [1]YE Qing, GUO Wei, REN Yuxiao, ZHUANG Daokun, CUI Saiyue. Horizontal bearing characteristics of double-inclined rock-socketed piles based on cohesion model[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S1): 233-238. DOI: 10.11779/CJGE2024S10041
    [2]ZHANG Qian-qing, LI Zhen-bao, MA Bin, LI Liang-liang, LI Shu-an, WU Jian-qun. Vertical bearing behavior of rigid and flexible piles in pile-supported embankment[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(6): 991-999. DOI: 10.11779/CJGE202106002
    [3]WANG Ming-yuan, SHAN Zhi-gang, RAO Xi-bao, JIANG Ji-wei, PAN Jia-jun, DI Sheng-jie. Numerical inversion study on comprehensive capacity of marine steel pipe pile based on field pile loading tests[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(z2): 143-148. DOI: 10.11779/CJGE2016S2023
    [4]HUANG Ying-chao, XU Yang-qing. Numerical simulation analysis of dewatering and recharge process of deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 299-303. DOI: 10.11779/CJGE2014S2053
    [5]DAI Xin, XU wei, ZOU Li, SHEN Qing-feng. Numerical simulation of shafts during excavation process[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 154-157.
    [6]YE Jianzhong, ZHOU Jian, HAN Bing. Numerical simulation on characteristics of single pile setup by different methods with particle flow code based on DEM[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 894-900.
    [7]LIU Wenbai, ZHOU Jian. Numerical simulation of Particle Flow Code for pile under uplifting load[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(4): 516-521.
    [8]CHEN Zhonghui, THAM L.G., YEUNG M.R.. Renormalization study and numerical simulation on brittle failure of rocks[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 183-187.
    [9]LI Dayong, GONG Xiaonan, ZHANG Tuqiao. Numerical simulation of the buried pipelines protection adjacent to deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(6): 736-740.
    [10]CHEN Zhonghui, L.G.Tham, M.R.Yeung. Numerical simulation of damage and failure of rocks under different confining pressures[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(5): 576-580.
    • Supplements (0)

  • Cited by

    Periodical cited type(1)

    1. 温嘉琦，汤雷. 岩石平面应变状态辨识特征与精度控制. 地下空间与工程学报. 2024(02): 471-479+506 .

    Other cited types(1)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(2)
    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