Study on the Mechanical Behavior of Lining Structure for Underwater Shield Tunnel of High-Speed Railway

被引：44
|
作者：
Feng, Kun [1 ]
He, Chuan [1 ]
Fang, Yong [1 ]
Jiang, Yingchao [1 ]
机构：
[1] Southwest Jiaotong Univ, Sch Civil Engn, Key Lab Transportat Tunnel Engn, Minist Educ, Chengdu 610031, Peoples R China
来源：
ADVANCES IN STRUCTURAL ENGINEERING | 2013年 / 16卷 / 08期
基金：
中国国家自然科学基金; 国家教育部博士点专项基金资助;
关键词：
high-speed railway; underwater shield tunnel; mechanical behavior; model test; field test;
D O I：
10.1260/1369-4332.16.8.1381
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Referring to the Shiziyang Tunnel - the first underwater shield tunnel for high-speed railway (HSR) in China, model tests and field tests are carried out to study the mechanical properties of the single-layer and double-layer lining structures under hydrostatic water pressure and the interaction between the lining and the stratum. The impact of assembling modes, various ground conditions and water level change on the mechanical behavior of the single-layer lining structure, the influence of the secondary lining construction time, the interface working modes of the double-layer lining structure, and their failure characteristics are investigated and explored in this study. The rationality and reliability of using double-layer lining structure is also discussed.
引用
收藏
页码：1381 / 1399
页数：19
相关论文
共 50 条
  • [1] Prototype test study on mechanical characteristics of segmental lining structure of underwater railway shield tunnel
    He Chuan
    Feng Kun
    Yan Qixiang
    [J]. Engineering Sciences, 2014, 12 (02) : 65 - 74
  • [2] Mechanical Analysis of Secondary Lining of High-Speed Railway Tunnel
    Ningning Zhang
    Qian Fang
    Yue Li
    Dingli Zhang
    [J]. KSCE Journal of Civil Engineering, 2018, 22 : 2384 - 2389
  • [3] Mechanical Analysis of Secondary Lining of High-Speed Railway Tunnel
    Zhang, Ningning
    Fang, Qian
    Li, Yue
    Zhang, Dingli
    [J]. KSCE JOURNAL OF CIVIL ENGINEERING, 2018, 22 (07) : 2384 - 2389
  • [4] Aerodynamics behavior and evolution mechanism of high-speed railway tunnel lining falling block
    Yang W.
    Yang J.
    Liu Y.
    Wang A.
    Shi C.
    [J]. Journal of Railway Science and Engineering, 2023, 20 (05) : 1565 - 1577
  • [5] Mechanical behavior and damage evolution of tunnel lining structure under the impact of derailment of high-speed train
    Wang, Yuqi
    Cai, Xiaopei
    Zhao, Lei
    Wang, Tao
    Xin, Yuan
    Liu, Yi
    [J]. Tunnelling and Underground Space Technology, 2025, 155
  • [6] Underwater Acoustic Characteristics of High-Speed Railway Subsea Tunnel
    Hou, Bowen
    Zeng, Qine
    Li, Jiajing
    [J]. JOURNAL OF COASTAL RESEARCH, 2020, : 43 - 46
  • [7] Aerodynamic Pressure Characteristics in Cracks of High-Speed Railway Tunnel Lining
    Chen Y.
    Gao Y.
    Zhao W.
    Ma W.
    Wang Z.
    Xu F.
    [J]. Zhongguo Tiedao Kexue/China Railway Science, 2022, 43 (06): : 89 - 95
  • [8] Numerical analysis of the cracking and failure behaviors of segmental lining structure of an underwater shield tunnel subjected to a derailed high-speed train impact
    Yan, Qixiang
    Xu, Yajun
    Zhang, Weilie
    Geng, Ping
    Yang, Wenbo
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2018, 72 : 41 - 54
  • [9] Study on Selection of Segment Lining Structure for Large Profile Underwater Shield Tunnel
    Guo, Rui
    He, Chuan
    [J]. ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4, 2013, 353-356 : 1359 - 1363
  • [10] Study on Structure Safety of the Tunnel Secondary Lining of Passenger Dedicated Line for High-Speed Railway during Service Period
    Liu, Yan
    [J]. APPLIED ENERGY TECHNOLOGY, PTS 1 AND 2, 2013, 724-725 : 1689 - 1692
12345