DOI QR코드

DOI QR Code

A Development of Tunnel Grouting Programme using A Research of Grouting Construction Process

터널 차수 그라우팅 시공 프로세스 연구를 통한 프로그램 개발

  • Received : 2018.05.18
  • Accepted : 2018.06.27
  • Published : 2018.06.30

Abstract

The purpose of this study is to provide an integrated solution which includes construction process that allows effective tunnel grouting and to develop a tunnel grouting programme by establishing an algorithm through theoretical analysis on tunnel grouting construction technique factors. In order to verify the developed tunnel grouting procedure and the effectiveness of the programme, they are applied on certain work sites. Values after the application are Lu = 0.31 and ground-water inflow = 0.191/min where as the pre-application value of ground-water inflow is 6.691/min which is approximately 35 times larger. This shows that Tunnel grouting construction effect is significant and suggests the possibility of the application of the process and the programme on future tunnel grouting construction.

본 연구의 목적은 터널 차수 그라우팅 시공기술들의 요소들에 대한 이론적인 분석을 통해 알고리즘을 정립하여 터널 차수 그라우팅 프로그램을 개발하고 터널 차수 그라우팅 시공을 효과적으로 할 수 있는 시공 프로세스를 포함한 통합 솔류션을 제공하는 것이다. 개발한 터널 차수 시공 프로세스와 프로그램의 실효성을 검증하기 위해 000현장에 적용하였으며 개발기술 적용 후 루전값은 Lu=0.31 이며 지하수 유입량을 평가한 결과 0.19 l/min으로 평가되었으며 개발기술 적용 전 유입량은 6.69 l/min 이므로 주입 후 약 35배정도의 차수효과가 있음을 알 수 있어 터널 차수그라우팅 공사가 아주 양호한 것으로 판단되어 개발된 터널 차수 시공프로세스 및 프로그램이 추후 터널 차수 그라우팅 공사에 사용 할 수 있는 가능성을 확인하였다.

Keywords

References

  1. Kim, J. C., Yoo B. S. (2018). "터널 차수그라우팅 공사용 설계 및 시공지침서 안)", 국토교통부연구과제, 해저터널기술 연구단과제, 5차 년도 국책연구보고서 중 부록 편.
  2. Axelsson, M. (2006). Strength Criteria on Grouting Agents for Hard Rock - Laboratory studies performed on gelling liquid and cementitious grout. Licentiate Thesis. Chalmers University of technology, Goteborg, Sweden.
  3. Bergman, S. G. A., Lindman, K., Soderman, P. (1970). Tunnel sealing. Penetration of injection compund into sand and narrow cracks. BFR-rapport R45:1970. Statens institute for byggnadsforskning, Stockholm, Sweden. (Summary in English).
  4. Egger, P. (1974). Rock stabilization. In book: Rock Mechanics (edited by Muller, L.). International Centre for Mechanical Sciences. Courses and lectures no. 165, pp 241-282.
  5. Eklund, D. (2005). Penetrability due to filtration tendency of cement-based grouts. Doctoral Thesis. Royal Institute of Technology, Stockholm, Sweden.
  6. Eloranta, E. (2007). Geophysical Field Theory. STUK, Radiation and Nuclear Safety Authority, Helsinki, Finland. Report STUK-A198. (Abstract in English).
  7. Fransson, A. (2001). Characterisation of a fractured rock mass for a grouting field test. Tunnelling and Underground Space Technology. Vol 16, No 4, pp. 331-339. https://doi.org/10.1016/S0886-7798(01)00060-8
  8. Gustafson, G. Stille, H. (2005). "Stop Criteria for Cement Grouting", Felsbau: Zeitschrift fur Geomechanik und Ingenieurgeologie im Bauwesen und Bergbau. Vol 23, No 3, pp. 62-68.
  9. Houlsby, A. (1990). Construction and Design of Cement Grouting. John Wiley and Sons, New York, The United States of America.
  10. Kalle Hollmen (2008). "R20 Programme: The Development of Grouting Technique - Stop Criteria and Field Tests", Working Report 2007-101.
  11. Kobayashi, S., Stille, H. (2008). "Real time grouting method", Development and application using ASPO HRL data.
  12. Sisavath, S., Al-Yaaruby, A., Pain, C., Zimmerman, R. (2003). A Simple Model for Deviations from the Cubic Law for a Fracture Undergoing Dilation or Closure. Pure and Applied Geophysics, Vol 160, No 5-6, pp. 1009-1022. https://doi.org/10.1007/PL00012558
  13. Swedish National Road Administration (1994). Groundwater, sealing and infiltration. Rock engineering directives for design of the Stockholm ring road and outer by-pass route. Swedish National Road Administration, Stockholm, Sweden. Report ANV 0004.
  14. Tolppanen, P. Syrjanen, P. (2003). Hard rock tunnel grouting practice in Finland, Sweden, and Norway - Literature Study. Finnish Tunnelling Association MTR ry., Finland. Publications no:1, Report 8:2003.
  15. Warner, J. (2004). Practical Handbook of Grouting - Soil, rock and structures. John Wiley & Sons. Hoboken, New Jersey, USA.
  16. Wiberg, L. (1961). Grundvattenstromning till rorledningar. Doctoral Thesis. RoyalInstitute of Technology, Stockholm, Sweden. (Non-checked reference from Carlsson and Olsson 1977)