The Stockholm Bypass – Design and execution of grouting works: Pre-excavation grouting by means of rock fissure grouting with cementitious grouts

被引:0
|
作者
Creütz M. [1 ]
Osterman F. [1 ]
机构
[1] Golder AB, Östgötagatan 12, Stockholm
来源
Geomechanik und Tunnelbau | 2019年 / 12卷 / 02期
关键词
Construction works; follow-up; Grouting; grouting time; hard crystalline rock; observational method; penetrability-based design; pre-excavation grouting; rheology; Road tunnels;
D O I
10.1002/geot.201800070
中图分类号
学科分类号
摘要
The E4 Stockholm Bypass is a new route for the European highway (E4) past the Swedish capital Stockholm. The bypass will connect the southern and northern parts of Stockholm. To reduce the impact on the surroundings, 18 km of the total of 21 km of the Stockholm Bypass are being constructed in tunnels. The Bypass will be one of the longest road tunnels in the world, with a construction cost of 3.1 billion Euro (2009 prices). The challenges have been many, for example how to evaluate the hydraulic rock mass properties for such a vast tunnel stretch and then find the most suitable grouting design, the contractor's ability to deliver proper grout properties and suitable grouting equipment, the time and resources needed for QA/QC of the grouting works and the need for adaption of the grouting works to true geological conditions. Not to mention the complexity of monitoring water ingress during construction for the Client to show that the sealing demands are being met according to the environmental permits for water works operations. The Stockholm Bypass is by far the largest rock fissure grouting operation undertaken for road tunnels in Swedish history. © 2019, Ernst und Sohn. All rights reserved.
引用
收藏
页码:147 / 157
页数:10
相关论文
共 13 条
  • [1] Analyses of Pre-Excavation Grouting for TBM Tunnelling
    Wannenmacher H.
    Schlicke M.
    Geomechanik und Tunnelbau, 2023, 16 (01): : 55 - 59
  • [2] Pre-excavation grouting in rock tunneling – Dealing with high groundwater pressures
    Hognestad H.-O.
    Kieffer S.
    Geomechanik und Tunnelbau, 2019, 12 (02): : 141 - 146
  • [3] Pre-excavation Grouting to Prevent Water Inflow of Jointed Rock in Underground Construction
    Liu R.
    Zheng Z.
    Li S.
    Zhang Q.
    Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2019, 54 (01): : 48 - 54
  • [4] Unified Design Approach for Rock Fissure Grouting - Best Design Practice for Pre-Grouting of Rock Tunnels in Sweden
    Creutz, Mikael
    Zetterlund, Magnus
    Eriksson, Magnus
    Janson, Thomas
    Dalmalm, Thomas
    GROUTING 2017: GROUTING, DRILLING, AND VERIFICATION, 2017, (288): : 196 - 206
  • [5] Neelum Jhelum Hydroelectric Project: Pre-Excavation Grouting in Twin Headrace Tunnels
    Kizilbash, Masrour H.
    Dickson, Peter A.
    Jaffery, Nasir A.
    GROUTING 2017: CASE HISTORIES, 2017, (287): : 238 - 248
  • [6] Strengthening of masonry and earthen structures by means of grouting - design of grouts
    Silva, R. A.
    Oliveira, D. V.
    Schueremans, L.
    PROTECTION OF HISTORICAL BUILDINGS - PROHITECH 09, VOL 1 AND 2, 2009, : 1351 - +
  • [7] Drill Monitoring for Rock Mass Grouting: Case Study at the Stockholm Bypass
    Jeroen van Eldert
    Johan Funehag
    Håkan Schunnesson
    David Saiang
    Rock Mechanics and Rock Engineering, 2021, 54 : 501 - 511
  • [8] Drill Monitoring for Rock Mass Grouting: Case Study at the Stockholm Bypass
    van Eldert, Jeroen
    Funehag, Johan
    Schunnesson, Hakan
    Saiang, David
    ROCK MECHANICS AND ROCK ENGINEERING, 2021, 54 (02) : 501 - 511
  • [10] Grouting trials in hard jointed rock-investigation, design and execution
    Eriksson, M.
    Fransson, A.
    Emmelin, A.
    PROCEEDINGS OF THE 16TH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, VOLS 1-5: GEOTECHNOLOGY IN HARMONY WITH THE GLOBAL ENVIRONMENT, 2005, : 2247 - 2251