Experimental study on the ultimate shear bearing capacity of segment joint in shield tunnel with large quasi-rectangular cross-section

被引：0
|
作者：
Gong, Yifan [1 ,2 ]
Ding, Wenqi [1 ,2 ]
Gong, Chenjie [1 ,2 ]
Jiang, Hong [3 ]
机构：
[1] College of Civil Engineering, Tongji University, Shanghai,200092, China
[2] Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai,200092, China
[3] Shanghai Urban Construction Design & Research Institute (Group) Co., Ltd., Shanghai,200011, China
来源：
Tumu Gongcheng Xuebao/China Civil Engineering Journal | 2019年 / 52卷 / 11期
关键词：
631.1 Fluid Flow; General - 723.2 Data Processing and Image Processing;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
20
引用
收藏
页码：120 / 128
相关论文
共 50 条
  • [1] Ultimate Bearing Capacity Analysis of Quasi-rectangular Shield Tunnel Structure
    Liu, Xian
    Zhao, Zipeng
    Ye, Yuhang
    Liu, Zhen
    Tongji Daxue Xuebao/Journal of Tongji University, 2020, 48 (09): : 1283 - 1295
  • [2] Study on Design Model of Quasi-Rectangular Shield Tunnel Linings
    Ye Y.
    Liu X.
    Liu Z.
    Zhang W.
    Yang Z.
    Zhu Y.
    Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2019, 54 (06): : 1187 - 1195
  • [3] Study on the bending mechanical model of segmental joint in shield tunnel with large cross-section
    Liu, Si-Jin
    Feng, Kun
    He, Chuan
    He, Zheng-Shu
    Gongcheng Lixue/Engineering Mechanics, 2015, 32 (12): : 215 - 221
  • [4] Bending stiffness of segment joint and its effects on segment internal force for underwater shield tunnel with large cross-section
    Guo, R., 1600, Chinese Academy of Railway Sciences (34):
  • [5] Influence of Rotational Stiffness Modeling on the Joint Behavior of Quasi-Rectangular Shield Tunnel Linings
    Zhang, Weixi
    De Corte, Wouter
    Liu, Xian
    Taerwe, Luc
    APPLIED SCIENCES-BASEL, 2020, 10 (23): : 1 - 25
  • [6] Full-scale experimental study on failure characteristics of the key segment in shield tunnel with super-large cross-section
    Zhang, Wenjun
    Qi, Jianbing
    Zhang, Gaole
    Niu, Rongjian
    Zhang, Chi
    He, Lichao
    Lyu, Jirui
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2022, 129
  • [7] Experimental study on ultimate bearing capacity of shield tunnel segments under unloading conditions
    Zhang, K. P.
    Zhang, X. H.
    Zhang, Q.
    Pei, Z. C.
    Qi, L. Z.
    PROCEEDINGS OF THE ITA-AITES WORLD TUNNEL CONGRESS 2023, WTC 2023: Expanding Underground-Knowledge and Passion to Make a Positive Impact on the World, 2023, : 3343 - 3350
  • [8] Evaluation of the applicability of earth pressure distribution and calculation methods for large-section quasi-rectangular shield tunnel in sandy stratum
    Pi, Jing-kun
    Ma, Shi-ju
    Hong, Kai-rong
    Ding, Yong-gang
    Dang, Ya-jie
    Chen, Zhen-peng
    ALEXANDRIA ENGINEERING JOURNAL, 2025, 117 : 174 - 182
  • [9] The behavior of synchronous grouting in a quasi-rectangular shield tunnel based on a large visualized model test
    Ding, Wenqi
    Duan, Chao
    Zhu, Yaohong
    Zhao, Tianchi
    Huang, Dezhong
    Li, Peinan
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2019, 83 : 409 - 424
  • [10] Study on indoor model test of similar quasi-rectangular shield tunnel adjacent to pipeline
    Wei G.
    Wang C.
    Ding Z.
    Yin X.
    Ding Y.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2019, 38 : 3905 - 3912
12345