Requirements for ground investigations in shield tunnelling

被引:0
|
作者
Placzek, Dietmar [1 ]
机构
[1] ELE, Beratende Ingenieure GmbH, Erdbaulaboratorium Essen, Susannastraße 31, 45136 Essen, Germany
来源
Geomechanik und Tunnelbau | 2010年 / 3卷 / 03期
关键词
Tunnels;
D O I
10.1002/geot.201000025
中图分类号
学科分类号
摘要
The success of a tunnel project depends on successfully overcoming the ground conditions and the geological risks. Despite this basic fact, the production of technical regulations and guidelines, the further development of machine technology and improving methods of surveying and control, mishaps still often occur during tunnel drives, affecting either the tunnel itself or the surroundings, e.g. existing infrastructure or buildings. The causes are often multifaceted but can almost always be attributed to the existing ground conditions, which had not been appropriately determined, described, or considered in the design, or taken into account during construction. The following explanations describe the risks inherent in ground conditions and show how these risks can be countered by appropriate ground investigations for tunnelling. © 2010 Ernst & Sohn Verlag fur Architektur und technische Wissenschaften GmbH & Co. KG, Berlin.
引用
收藏
页码:308 / 317
相关论文
共 50 条
  • [1] Development of a ground reaction curve for shield tunnelling
    Sramoon, A
    Sugimoto, M
    GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND, 2000, : 431 - 436
  • [2] Ground Movement Induced by Shield Tunnelling: A Review
    Li, Bo
    Xu, Yeshuang
    Wu, Huaina
    Shen, Shuilong
    THEORIES AND TECHNOLOGIES FOR HIGH-SPEED TRANSPORTATION INFRASTRUCTURE, 2012, : 220 - 229
  • [3] Laboratory model tests and field investigations of EPB shield machine tunnelling in soft ground in Shanghai
    Xu, Qianwei
    Zhu, Hehua
    Ding, Wenqi
    Ge, Xiurun
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2011, 26 (01) : 1 - 14
  • [4] Study of ground heave and subsidence induced by shield tunnelling in soft ground
    Lin, Cungang
    Zhang, Zhongmiao
    Wu, Shiming
    Li, Zongliang
    Liu, Guanshui
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2011, 30 (12): : 2583 - 2592
  • [5] Effects of Creep on Shield Tunnelling Through Squeezing Ground
    Leone, Thomas
    Nordas, Alexandros N.
    Anagnostou, Georgios
    ROCK MECHANICS AND ROCK ENGINEERING, 2023, 57 (1) : 351 - 374
  • [6] Soft ground Shield Tunnelling: Variable Density Technology
    Maidl, Ulrich
    Thewes, Markus
    Stascheit, Janosch
    Geomechanik und Tunnelbau, 2020, 13 (04):
  • [7] Analysis of ground settlement induced by workmanship of shield tunnelling
    Zhu, Cai-Hui
    Li, Ning
    Liu, Hou-Xiang
    Zhang, Zhi-Qiang
    Yantu Lixue/Rock and Soil Mechanics, 2011, 32 (01): : 158 - 164
  • [8] Analysis of ground settlement induced by workmanship of shield tunnelling
    Zhu Cai-hui
    Li Ning
    Liu Hou-xiang
    Zhang Zhi-qiang
    ROCK AND SOIL MECHANICS, 2011, 32 (01) : 158 - 164
  • [9] Effects of Creep on Shield Tunnelling Through Squeezing Ground
    Thomas Leone
    Alexandros N. Nordas
    Georgios Anagnostou
    Rock Mechanics and Rock Engineering, 2024, 57 : 351 - 374
  • [10] Centrifuge modeling of ground loss and settlement caused by shield tunnelling in soft ground
    Ma, X.-F. (xf.ma@tongji.edu.cn), 1600, Chinese Society of Civil Engineering (34):