Hard rock tunnel boring machines – State of the art 2020

被引:0
|
作者
Flora M. [1 ]
Goliasch R. [2 ]
Strauss A. [3 ]
Atzori D. [4 ]
机构
[1] Herrenknecht AG, Schlehenweg 2, Schwanau
[2] STRABAG AG, Donau-City-Straße 1, Wien
[3] ARGE H51 Pfons-Brenner, Wolf 31, Steinach am Brenner
[4] Brennero Tunnel Construction S.C.A.R.L., Mauls/Freienfeld
来源
Geomechanik und Tunnelbau | 2019年 / 12卷 / 06期
关键词
Brenner Base Tunnel; Engineering geology; innovation; Mechanised tunnelling; TBM specification;
D O I
10.1002/geot.201900061
中图分类号
学科分类号
摘要
At this year's International Planning Design and Construction (IPDC) Workshop of the Unit of Project and Construction Management (i3b) of the University of Innsbruck, a selected group of tunnelling engineers took a closer look at the state of the art of hard rock tunnel boring machines and the challenges of tunnelling systems along the Brenner axis. The three currently active construction contracts using mechanized tunnelling technology at the Brenner Base Tunnel have an intersection of comparable geological/geotechnical conditions (quartz phyllite, schist, gneiss and granite) and yet different machine types were selected: a Gripper TBM for the Tulfes-Pfons exploration tunnel – H33, three Double Shield machines for the Mauls 2/3 contract and four Single Shield machines for contract H51. The focus of this workshop was accordingly: from geology/geotechnics to the key specifications of the TBM as a basis, followed by the consideration of the type-independent TBM parameters, the differences as well as advantages and disadvantages of the three machine types and finally an outlook into the future regarding further developments and need for innovation. This article summarizes the contents of the workshop. © 2019, Ernst und Sohn. All rights reserved.
引用
收藏
页码:721 / 729
页数:8
相关论文
共 50 条
  • [41] Hard rock tunnel boring machine penetration test as an indicator of chipping process efficiency
    Villeneuve, M. C.
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2017, 9 (04) : 611 - 622
  • [42] Predicting penetration rate of hard rock tunnel boring machine using fuzzy logic
    Ebrahim Ghasemi
    Saffet Yagiz
    Mohammad Ataei
    Bulletin of Engineering Geology and the Environment, 2014, 73 : 23 - 35
  • [43] Geological parameters affecting open hard-rock Tunnel Boring Machine performance
    Kim, Taehong
    NORTH AMERICAN TUNNELING 2008, PROCEEDINGS, 2008, : 374 - 380
  • [44] Predicting penetration rate of hard rock tunnel boring machine using fuzzy logic
    Ghasemi, Ebrahim
    Yagiz, Saffet
    Ataei, Mohammad
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2014, 73 (01) : 23 - 35
  • [45] Evaluation of Hard Rock Tunnel Boring Machine (TBM) Performance Using Stochastic Modeling
    Peyman Jafarshirzad
    Ebrahim Ghasemi
    Saffet Yagiz
    Mohammad Hossein Kadkhodaei
    Geotechnical and Geological Engineering, 2023, 41 : 3513 - 3529
  • [46] Multidisciplinary design optimization of hard rock tunnel boring machine using collaborative optimization
    Sun, Wei
    Wang, Xiaobang
    Shi, Maolin
    Wang, Zhuqing
    Song, Xueguan
    ADVANCES IN MECHANICAL ENGINEERING, 2018, 10 (01):
  • [47] An Adaptive Robust Control for Hard Rock Tunnel Boring Machine Cutterhead Driving System
    Shao, Chengjun
    Liao, Jianfeng
    Li, Xiuliang
    Su, Hongye
    PROCEEDINGS OF THE ASME 8TH ANNUAL DYNAMIC SYSTEMS AND CONTROL CONFERENCE, 2015, VOL 3, 2016,
  • [48] Coordinated Control for Overactuated Hard Rock Tunnel Boring Machine Cutterhead Driving System
    Liao J.
    Yao B.
    2018, Chinese Mechanical Engineering Society (54): : 107 - 112
  • [49] Evaluation of Hard Rock Tunnel Boring Machine (TBM) Performance Using Stochastic Modeling
    Jafarshirzad, Peyman
    Ghasemi, Ebrahim
    Yagiz, Saffet
    Kadkhodaei, Mohammad Hossein
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2023, 41 (06) : 3513 - 3529
  • [50] Hard rock tunnel boring machine penetration test as an indicator of chipping process efficiency
    M.C.Villeneuve
    Journal of Rock Mechanics and Geotechnical Engineering, 2017, 9 (04) : 611 - 622