The Comparison of Tunnel Engineering Construction Methods ForRenhechang Tunnel Crossing Underneath Existing Tunnel On Lanzhou-Chongqing Railway

被引:2
|
作者
Sui, Chuanyi [1 ]
Zhou, Xudong [1 ]
Wang, Linhui [1 ]
机构
[1] Southwest Jiaotong Univ, Key Lab Transportat Tunnel Engn, Minist Educ, Chengdu 610031, Peoples R China
关键词
construction method; tunneling underneath existing tunnel; numerical simulation;
D O I
10.4028/www.scientific.net/AMM.405-408.1330
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Problems often exist in construction of transportation tunnels, such as the effect of new tunnels constructed close to existing structures. Solving this magnificent problem by carefully choosing tunnel construction methods will be beneficial to minimize effects on existing structures while ensuring the newly constructed tunnel is both time-consuming and economical. Three representative engineering methods-the benching tunneling method, the Center Diaphragm method and the Cross Diaphragm method- are compared in controlling the settlement of new tunnel vault and the deformation of the existing tunnel. Finally checking the simulation results by comparing with field measurement data.
引用
收藏
页码:1330 / 1333
页数:4
相关论文
共 50 条
  • [1] Analysis of the treatment of collapses in the Qingshui tunnel on the Lanzhou-Chongqing railway
    Qi, S. (qscug@163.com), 1600, Editorial By Modern Tunnelling Technology, China (51):
  • [2] Construction scheme of the west Qinling extra-long tunnel on the Lanzhou-Chongqing railway
    Li, Guoliang
    Si, Jianjun
    Li, Ning
    Modern Tunnelling Technology, 2014, 51 (03) : 7 - 14
  • [3] Deformation mechanization and construction control of high ground stresses soft rock tunnel in Lanzhou-Chongqing Railway
    Shu, L.-H., 1600, Editorial Department of Journal of Railway Engineering Society, China (31):
  • [4] Tunnel construction adjacent to existing railway tunnel
    Fuji, S
    Kon, M
    Kaneko, S
    TUNNELS AND METROPOLISES, VOLS 1 AND 2, 1998, : 1133 - 1138
  • [5] Mechanical characteristics of twin tunnel underneath construction on existing high-speed railway tunnel
    Fei, Ruizhen
    Peng, Limin
    Zhang, Chunlei
    Zhang, Jiqing
    Zhang, Peng
    ARCHIVES OF CIVIL ENGINEERING, 2023, 69 (01) : 403 - 420
  • [6] Analysis of Settlement Caused by Tunnel underneath Existing Railway after Construction
    Xu, Zepei
    Li, Xibing
    MATERIALS, TRANSPORTATION AND ENVIRONMENTAL ENGINEERING, PTS 1 AND 2, 2013, 779-780 : 534 - 537
  • [8] Research on construction control technology for blast in tunnel crossing existing railway
    Geotechnical and Structural Engineering Research Institute, Shandong University, Jinan 250061, China
    不详
    不详
    Yanshilixue Yu Gongcheng Xuebao, 2007, SUPPL. 1 (3596-3600):
  • [9] 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
  • [10] Numerical simulation of the influences of new over-crossing tunnel's blasting construction on existing tunnel and engineering countermeasures
    Lu, Yujie
    Xie, Yongtao
    Ding, Xiang
    Zhongguo Tiedao Kexue/China Railway Science, 2012, 33 (SUPPL. 1): : 104 - 110