Study on the Subway Tunnel Deformation Characteristic under Existing Subway Vibration Load

被引：0
|
作者：
Jin Aibing [1 ]
Gao Yongtao [1 ]
机构：
[1] Univ Sci & Technol Beijing, Sch Civil & Environm Engn, Beijing 100083, Peoples R China
来源：
CIVIL ENGINEERING IN CHINA - CURRENT PRACTICE AND RESEARCH REPORT | 2010年
关键词：
subway tunnel; existing load; vibration load; excavation; deformation; DYNAMIC-RESPONSE; TRAINS;
D O I：
暂无
中图分类号：
S2 [农业工程];
学科分类号：
0828 ;
摘要：
The deformation of excavating tunnel of diameter line subway between Beijing Railway Station and Beijing West Railway Station induced by existing subway vibration load is studied by using commercial finite difference numerical simulation software of FLAC. According to the geological exploration data, a typical section of rectangular double-wall drift method is selected to build computing model. According to the calculating results, the deformation rule of excavating tunnel induced by the existing subway vibration load and the underground excavation is analyzed, which provides data supporting and references to specific technology improvement for subsequent construction.
引用
收藏
页码：715 / 719
页数：5
相关论文
共 50 条
  • [21] Deformation Response Research of the Existing Subway Tunnel Impacted by Adjacent Foundation Pit Excavation
    Dong, Xin
    Mei, Ling
    Yang, Shuyan
    He, Liang
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2021, 2021
  • [22] Deformation Response Research of the Existing Subway Tunnel Impacted by Adjacent Foundation Pit Excavation
    Dong, Xin
    Mei, Ling
    Yang, Shuyan
    He, Liang
    Advances in Materials Science and Engineering, 2021, 2021
  • [23] Dynamic response of subway shield tunnel structure under differential deformation
    Liu J.
    Shi C.
    Lei M.
    Peng L.
    Li X.
    Cao C.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2021, 40 (09): : 212 - 220
  • [24] Influences of Vibration Load of Elevated Subway Train on the Stress and Deformation of Adjacent Structures
    Liu W.
    Wang F.
    Luo G.
    Xu Y.
    Tang X.
    Gongcheng Kexue Yu Jishu/Advanced Engineering Sciences, 2023, 55 (06): : 97 - 108
  • [25] Study on the shallow tunnel construction methods for a new-built subway station passing through the bottom of the existing subway
    Research Center of Tunneling and Underground Engineering, Beijing Jiaotong University, Beijing 100044, China
    Zhongguo Tiedao Kexue, 2007, 5 (71-77):
  • [26] Time-variant characteristic under the piston wind on subway tunnel billboard
    Han, Guixin
    Luo, Zhong
    Sun, Yonghang
    Li, Chaoshuai
    PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART C-JOURNAL OF MECHANICAL ENGINEERING SCIENCE, 2019, 233 (16) : 5637 - 5646
  • [27] Model of pore water pressure development in saturated soft clay around a subway tunnel under vibration load
    Tongji University, Shanghai 200092, China
    不详
    Tumu Gongcheng Xuebao, 2007, 4 (82-86): : 82 - 86
  • [28] Vibration analysis of the impact of the blasting construction of a power tunnel crossing underneath an existing subway station
    Gu, Zhimin
    Sun, Bingfeng
    Cui, Xiaoqing
    Guo, Hong
    World of Mining - Surface and Underground, 2020, 72 (02): : 86 - 92
  • [29] EXTENSION WORKS OF THE AMBERES SUBWAY - THE BRUSSELS SUBWAY, CONSTRUCTION OF A SUBWAY TUNNEL UNDER THE CHARLEROI-WILLEBROEK CANAL
    AERTS, L
    TUNNELS AND WATER, VOLS 1-3: WATER AND ITS INFLUENCE ON THE DESIGN, CONSTRUCTION, AND EXPLOITATION OF TUNNELS AND UNDERGROUND WORKS, 1989, : 385 - 392
  • [30] Study on Fire Ventilation Control of Subway Tunnel: A Case Study for Dalian Subway
    Dong, Sihui
    Zhang, Xinyu
    Wang, Kang
    SUSTAINABILITY, 2022, 14 (14)
12345