Compensation excavation method control for large deformation disaster of mountain soft rock tunnel

被引:86
作者
He, Manchao [1 ]
Sui, Qiru [1 ,2 ]
Li, Mengnan [1 ,2 ]
Wang, Zhijiao [3 ]
Tao, Zhigang [1 ,2 ]
机构
[1] China Univ Min & Technol Beijing, State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R China
[2] China Univ Min & Technol Beijing, Sch Mech & Civil Engn, Beijing 100083, Peoples R China
[3] Gansu Changda Highway Co Ltd, Lanzhou 730050, Peoples R China
关键词
Tunnel engineering; Excavation method; Soft rock; Large deformation; Compensation excavation method; FAILURE-MECHANISM; HIGH-STRESS; STABILITY; BOLT;
D O I
10.1016/j.ijmst.2022.08.004
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
In recent years, the mine tunneling method and the new Austrian tunneling method have been consid-ered the main theories of tunneling approaches in China. It is difficult for the traditional technique to overcome the large deformation problems imposed by complex geological conditions of mountain soft rock tunneling. Hence, the compensation excavation method has been proposed to solve this issue under the consideration that all damage in tunneling originates from the excavation. It uses supportive strate-gies to counteract the excavation effects successfully. This paper provides an overview of the fundamen-tal ideas of the compensation excavation method, methodologies, and field applications. The scientific validity and feasibility of the compensation excavation method were investigated through the practical engineering study of the Muzhailing and Changning tunnels.(c) 2022 Published by Elsevier B.V. on behalf of China University of Mining & Technology. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:951 / 963
页数:13
相关论文
共 39 条
  • [1] Evaluation of twin tunnel-induced surface ground deformation by empirical and numerical analyses (NATM part of Eurasia tunnel, Turkey)
    Agbay, Ebru
    Topal, Tamer
    [J]. COMPUTERS AND GEOTECHNICS, 2020, 119
  • [2] Evaluation of new Austrian tunnelling method applied to Bolu tunnel's weak rocks
    Aygar, Ebu Bekir
    [J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2020, 12 (03) : 541 - 556
  • [3] Squeezing failure of tunnels: A case study
    Cao, Chengyong
    Shi, Chenghua
    Lei, Mingfeng
    Yang, Weichao
    Liu, Jianwen
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2018, 77 : 188 - 203
  • [4] [陈湘生 Chen Xiangsheng], 2020, [中国公路学报, China Journal of Highway and Transport], V33, P1
  • [5] Impacts of geological conditions on instability causes and mechanical behavior of large-scale tunnels: a case study from the Sichuan-Tibet highway, China
    Chen, Ziquan
    He, Chuan
    Yang, Wenbo
    Guo, Wenqi
    Li, Zheng
    Xu, Guowen
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 79 (07) : 3667 - 3688
  • [6] A Case Study on the Asymmetric Deformation Characteristics and Mechanical Behavior of Deep-Buried Tunnel in Phyllite
    Chen, Ziquan
    He, Chuan
    Xu, Guowen
    Ma, Gaoyu
    Wu, Di
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2019, 52 (11) : 4527 - 4545
  • [7] Chen ZJ, 1988, CHIN J ROCK MECH ENG, V7, P97
  • [8] Conception and Exploration of Using Data as a Service in Tunnel Construction with the NATM
    Du, Bowen
    Du, Yanliang
    Xu, Fei
    He, Peng
    [J]. ENGINEERING, 2018, 4 (01) : 123 - 130
  • [9] Feng WX., 2001, CHIN J ROCK MECH ENG, V20, P524
  • [10] Predicting TBM performance in soft sedimentary rocks, case study of Zagros mountains water tunnel projects
    Goodarzi, S.
    Hassanpour, J.
    Yagiz, S.
    Rostami, J.
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2021, 109