DOI QR코드

DOI QR Code

Analysis of Permeation Efficiency in Soil for OPC and Non-Pollution MIS Grouts by Laboratory Model Test

실내모형시험을 통한 OPC와 친환경 MIS 그라우트의 지반 침투성능 분석

  • Received : 2012.05.22
  • Accepted : 2012.06.19
  • Published : 2012.06.28

Abstract

In this paper, a laboratory model test was conducted to evaluate grouting efficiency of ordinary portland cement(OPC) and micro cement used in MIS(Micro-Injection Process System). For this research, a injection equipment was developed for pressure permeation which can evenly simulate various grouting tests in a laboratory and suggested a standard for the production of the test specimen. Using the injection device, the laboratory injection tests of grouts were prepared with water/cement ratio of 1:1, 2:1, 3:1, 4:1, and 5:1. The analysis of injection test for pressure permeation showed that the efficiency of injection increases linearly as the water/cement ratio increases. Comparison of efficiency of the injection indicates that MIS with a relatively smaller average diameter shows more efficient injection than the OPC. In the low ratio of water/cement as 2:1~1:1, the injection efficiency of OPC was especially poor. Also, a nonlinear grout volume-injection time is represented by a hyperbolic model and grout volume predicted by hyperbolic model was compared with the value measured. From the comparison, it shows that the hyperbolic model has the potential of evaluating the efficiency of grouting.

본 연구에서는 보통 포틀랜드 시멘트 OPC(Ordinary Portland Cement)와 MIS(Micro-Injection Process System) 공법에서 사용하고 있는 마이크로 시멘트의 지반 침투성능을 평가하기 위해 실내모형시험을 수행하였다. 이를 위해 그라우트 주입을 일정한 방법으로 재현할 수 있는 가압침투주입장치를 제작하였으며 공시체 제작방법을 마련하였다. 물시멘트비를 5:1에서 1:1까지 변화하여 주입시험을 수행한 결과 물시멘트비가 증가함에 따라 침투성능이 선형적으로 증가하였으며 주입성능을 비교하면 상대적으로 비표면적이 큰 MIS가 OPC보다 동일한 배합비에서 침투성능이 우수한 것으로 나타났다. 특히 물시멘트비가 2:1~1:1의 부배합에서 OPC의 침투성능이 매우 낮은 것으로 관찰되었다. 또한 침투량과 주입시간과의 관계곡선을 hyperbolic으로 모델링하여 예측치를 산정하고 이를 측정치와 비교한 결과 그라우트 성능평가에 대한 hyperbolic 모델의 잠재력이 검증되었다.

Keywords

References

  1. AFTES (1991) Recommendations on Grouting for Underground Works. Tunnelling and Underground Space Technology, AFTE 6, p.383-461. https://doi.org/10.1016/0886-7798(91)90101-9
  2. ASCE (1962) Cement Grouting. Proc. ASCE 88 p. 49-98.
  3. ASCE (1963) Bibliography on Cement Grouting. Proc. ASCE 89, p.45-89.
  4. ASCE (1966) Bibliography on Chemical Grouting. Proc. ASCE. 92, p.39-66.
  5. Bachy, P. (1934) Matrial et Mthodes D'injection Dans Les Travaux Publics, Science et Industr, p.154-160.
  6. Baker, W.H. (1982) Planning and Performing Structural Chemical Grouting. Proceedings of the Conference on Grouting Geotechnical Engineering, 10. W.H. Baker ed., ASCE, p.515-539.
  7. Brigny, C. (1832) Mmoire sur un procdd'injection propre a prvenir ou arreter les filtrations sous les fondations des ouvrages hydruliques, Paris, August 1832.
  8. Chun, B.S., Kim, J. C., Choi, Y., Jung, J.J., Shin, S.J. and Lee, H.J. (2000) A Study on the Engineering Properties of Micro Fine Hybrid Silicate Based Grout. Proceeding of The Korea Geotechnical Society Conference Nov : 2000, Korea Geotechnical Society, p.64-65.
  9. FHWA (2000) Ground Improvement Technical Summaries. Demonstration Project 116. Federal Highway Administration, U.S. Department of Transportation, p.9-1, 9-11, 9-12, 9-57.
  10. Glossap, R. (1961) The Invention and Development of Injection Processes. Geotecnique, Dec. p.225-279.
  11. Houlsby, A.C. (1982) Optimum Water: Cement Ratio for Rock Grouting ASCE. Grouting in Geotechnical Engineering, p.328-329.
  12. Houlsby, A.C. (1990) Construction and Design of Cement Grouting. p.69-70, 91-93.
  13. Kutzner, C. (1996) Grouting of Rock and Soil. p.14-15, 175.
  14. Houlsby, A.C. (1992) Construction and Design of Cement Grouting. A Guide to Grouting in Rock Foundations, John Wiley and Sons, Inc., New York, NY.
  15. JSFT (831-1990) 藥液注入による安定處理土の 共試製作方法, 土質工學會
  16. Korea Rural Community Corporation (1997) Grouting specification, Korea Rural Community Corporation.
  17. Korea Water Resources Corporation (2008) Grouting Construction Guidelines, Korea Water Resources Corporation
  18. Kim, J.C. (1999) A study on the injection properties of ultrafine cement grouting materials. Doctor of Philosophy in Civil Engineering Hanyang University, p.6-32.
  19. Kunzner, C. (1996) Grouting of Rock and Soil. p.14-15.
  20. Lee, H.H. and Im, H.D. (2007) Analysis of Fine Particle Transfer and Shear Strength Increase Using PFC in Permeation Grouting. Philosophy Journal of Korea Geotechnical Society, v.23, p.49-58.
  21. Littlejohn, G.S. (1982) Design of Cement Based Grouts. Proceedings of the Conference on Grouting Geotechnical Engineering. W.H. Baker ed., ASCE, p.35-40.
  22. Michael, J.B. and Roy, H.B. (1995) Verification of Geotechnical Grouting. Geotechnical Special Publication No. 57, Michael et al. ed., ASCE, New York, N.Y, p.6-7.
  23. Sawaki, M., Shibata, K., Nakae, M. and Terato, H. (2004) Overcoming Uncomposed Ground of Little Soil Covering with Cement-Based Impregnant. Tunnel and Underground, v.35, p.13-19.
  24. Task Force 27 Report,(1990) In Situ Soil Improvement Techniques, AASHTO-AGC-ARTBA Joint Committee, Washington, DC, p.291-293.
  25. Warner James, P.E.(2004) Practical Handbook of Grouting, p.4.