Skip to main content
Top
Published in:

31-05-2023 | Original Paper

Water control of water-rich deeply buried tunnel: an analytical model of a combined scheme

Authors: Xiongwen Luo, Chenyun Yu, Yaze Wang

Published in: Geotechnical and Geological Engineering | Issue 7/2023

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

Water inflow often occurs in water-rich deeply buried tunnels during tunnel construction. The water control scheme combining grouting with external pilot heading drainage is considered one of the most effective ways to control water inflow into a tunnel. In this study, a steady seepage model incorporating tunnel grouting and pilot heading drainage has been developed. The model has been solved by the conformal mapping and superposition method. The analytical solution has been verified by the results of a numerical simulation and the parameter analyses have been performed. The results indicate that: (1) the developed analytical model can obtain the results by solving several linear equations, and the analytical results agree well with the numerical simulation results. (2) To limit the tunnel water inflow within the allowable range, the permeability coefficient and the thickness of the grouting circle can be significantly reduced after pilot heading drainage. (3) The pilot heading drainage volume has a significant negative relationship with the tunnel water inflow. The influence of double pilot headings drainage on the tunnel water inflow is a linear superposition of the impact of single pilot heading drainage. (4) Double pilot headings drainage can make the water inflow around the tunnel more uniform. (5) The relative position of pilot heading and tunnel has little effect on tunnel water inflow.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literature
go back to reference Cao F, Pu C, Fang X (2017) Research on the comprehensive prediction of water Inrush in Micangshan Tunnel. Pearl River 38(03):17–20 Cao F, Pu C, Fang X (2017) Research on the comprehensive prediction of water Inrush in Micangshan Tunnel. Pearl River 38(03):17–20
go back to reference Guan BS (2016) Key techniques of the Tumnel by mining method. China Communications Press, Beijing Guan BS (2016) Key techniques of the Tumnel by mining method. China Communications Press, Beijing
go back to reference Huang X (2019) Risk water and mud inrush hazard-causing system and disaster mechanism of intermittent type of water and mud inrush of filled karst cave in tunnel. Dissertation, Shandong University. Huang X (2019) Risk water and mud inrush hazard-causing system and disaster mechanism of intermittent type of water and mud inrush of filled karst cave in tunnel. Dissertation, Shandong University.
go back to reference Lei QC (2019) Drainage design of parallel heading in Dadushan Tunnel. Traffic Eng Technol Natl Def 17(Supp):10–13 Lei QC (2019) Drainage design of parallel heading in Dadushan Tunnel. Traffic Eng Technol Natl Def 17(Supp):10–13
go back to reference Ma Q, Luo LS, Yang JS (2018) Study of Parameters of grouting circle for deep-ditch drainage tunnel in water-rich karst area. Tunnel Constr 38(11):1793–1799 Ma Q, Luo LS, Yang JS (2018) Study of Parameters of grouting circle for deep-ditch drainage tunnel in water-rich karst area. Tunnel Constr 38(11):1793–1799
go back to reference Nan LH (2015) Stuty on prediction of water inflow into Shuangbei Tunnel and operation early warning measursprediction and operation. Dissertation, Southwest Jiaotong University Nan LH (2015) Stuty on prediction of water inflow into Shuangbei Tunnel and operation early warning measursprediction and operation. Dissertation, Southwest Jiaotong University
go back to reference Wang YP (2019) Risk Assessment and water volume prediction method for water inrush disaster in extra-long and and deep-buried tunnels. Dissertation, Xi’an University of Technology Wang YP (2019) Risk Assessment and water volume prediction method for water inrush disaster in extra-long and and deep-buried tunnels. Dissertation, Xi’an University of Technology
go back to reference Yuan Y (2021) Design of railway tunnel drainage tunnel in the stratum with large water volume in the karst area with large depth. Chin J Undergr Space Eng 17(3):834–839 Yuan Y (2021) Design of railway tunnel drainage tunnel in the stratum with large water volume in the karst area with large depth. Chin J Undergr Space Eng 17(3):834–839
go back to reference Zhang M (2010) New technology of energy release and pressure reduction for high-pressure water-rich filled cavities in karst tunnels. Science Press, Beijing Zhang M (2010) New technology of energy release and pressure reduction for high-pressure water-rich filled cavities in karst tunnels. Science Press, Beijing
Metadata
Title
Water control of water-rich deeply buried tunnel: an analytical model of a combined scheme
Authors
Xiongwen Luo
Chenyun Yu
Yaze Wang
Publication date
31-05-2023
Publisher
Springer International Publishing
Published in
Geotechnical and Geological Engineering / Issue 7/2023
Print ISSN: 0960-3182
Electronic ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-023-02495-5