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저회와 석고를 활용한 지반함몰 긴급복구용 고유동성 채움재 연구

Controlled Low Strength Material for Emergency Restoration Using Bottom Ash and Gypsum

  • Lee, So-Yeon (Department of Railroad Construction and Safety Engineering, Dongyang Univ.) ;
  • Yoon, Hwan-Hee (Department of Railroad Construction and Safety Engineering, Dongyang Univ.) ;
  • Son, Min (Department of Railroad Construction and Safety Engineering, Dongyang Univ.) ;
  • Kong, Jin-Young (Geotechnical Engineering Research Division, Korea Institute of civil engineering and building technology) ;
  • Jung, Hyuk-Sang (Department of Railroad Construction and Safety Engineering, Dongyang Univ.)
  • 투고 : 2018.05.04
  • 심사 : 2018.06.19
  • 발행 : 2018.06.30

초록

최근 도시의 안전을 심각하게 저해시키는 지반함몰현상이 증가하는 추세에 있어 대책이 필요한 상황이다. 지반함몰 발생 시 긴급복구공법에 사용될 산업부산물을 활용한 뒤채움재를 개발하는 것이 본 연구의 목적이다. 이를 위해 유동성 채움재 설계기준에 의거하여 목표성능을 도출하였고, 플로우값, 일축압축강도, 초기응결시간, pH시험 등 실내시험평가를 통해 개발된 재료의 적용성을 검토하였다. 또한 현장실험을 통해 고유동성 채움재의 조기강도에 대한 성능검증과 긴급복구를 위한 시공성을 확인하였다. 평가결과 시멘트의 비율이 4% 이상일 경우 재 굴착이 가능한 장기강도보다 크게 측정되어 긴급복구목적에 적합지 않은 것으로 나타났다. 최적배합비는 저회와 석고의 비율이 약 50:50, 시멘트의 비율이 2%로 나타났다.

Recently the ground subsidence which seriously weakens the safety of cities tends to increase. The purpose of this paper is to develop the materials by using industrial by-products for the application to emergency restoration process in case of ground subsidence. In this paper the laboratory tests including pH test, initial setting test, unconfined compressive strength test, and flow test were performed in order to evaluate the design properties of Controlled Low Strength Material (CLSM). The field test was carried out for evaluating the performance for the early strength of CLSM and the workability for emergency restoration. Test results showed that the strength will be too high to re-excavate the ground when the cement ratio is more than 4%. The optimum mixing ratio appears to be most effective when the mixing ratio of the bottom ash and the gypsum is approximately 50:50 and the cement content is 2%.

키워드

참고문헌

  1. ACI Commitee 229 (1994), Contreolled Low Strength Materials (CLSM), American Concrete Institute, 229R-2, pp.1-12.
  2. Chae, D. H., Kim, K. O., Shin, H. Y., and Cho, W. J. (2014), "Dynamic Characteristics of Liquidity Filling Materials Mixed with Reclaimed Ash", Korean Geo-Environmental Society, Vol.15, No.4, pp.5-11.
  3. Cho, J. Y., Lee, K. H., and Lee, I. M. (2000), "A Study on the Flowable Backfill with Waste Foundry Sand for Retaining Wall", Korean Geotechnical Society, Vol.16, No.4, pp.17-30.
  4. Choi Y.W. (2016), A Study on the Mechanisms of Road Subsurface Cavity and its Management Plans, Korean Geosynthetics Society, Vol.15, No.1, pp.8-10.
  5. Deepika, Chukka, and Chakravarthi, V. K. (2012), "Evaluation of Properties of Soil Subgrade Using Dynamic Cone Penetration Index-A Case Study", International Journal of Engineering Research and Development, Vol.4, Issue 4, pp.07-15.
  6. Han, J. G., Ryu, Y. S., Kim, D. W., Park, J. J., and Hong, G. G. (2017), "A Study on Expansion and Strength Characteristics of Material for Emergency Restoration in Ground Cavity", Korean Geosynthetics Society, Vol.16, No.2, pp. 131-138.
  7. Japan Civil Engineering Research Institute (2007), Technical Notes of Fluidization Surplus Soil.
  8. Jung, D. H., Chung, D. S., You, S. K., Kim, J. H., and Han, J. G. (2017), "Mechanical Property Enhancement of Water Soluble Polymer Pouch for Ground Reinforcement", Korean Geosynthetics Society, Vol.16, No.4, pp. 221-230.
  9. Kim, H. J. (2018), A Study on Property of Lightweight Foamed Mortar with Foam Agent and Plaster, Master's thesis, ChungWoon University.
  10. Kong, J. Y., Kang, H. N., and Chun, B. S. (2010), "Characteristics of Uncofined Compressive Strength and Flow in Controlled Low Strength Materials Made with Coal Ash", Korean Geotechnical Society, Vol.26, No.1, pp.75-83.
  11. Kwon, H. D. (2008), A Study on Application of Bottom Ash with Grouting Improvement and Waterproof Grouting, Ph.D. Thesis, The University of Seoul.
  12. Lee, J. B. and Chung, D. S. (2017), "A Case Study on Soil- Remix for Soil Improvemnt and Settlement Decrease", KGS Spring National Conference 2017, Seoul, Korea.
  13. Lee, K. H. (2017), "Characterization of Flowable Fill with Ferro-Nickel Slag Dust", Korea Academia-Industrial cooperation Society, Vol.18, No.5, pp.16-21.
  14. Ministry of Environment (2016), Waste Management Law.
  15. Ministry of Land, Infrastructure and Transport (2015), Ground Settlement Safety Management Manual.
  16. Seoul Metropolitan Government (2016a), The Road Subsidence Conditions and Safety Improvement Plans in Seoul, Seoul City.
  17. Seoul Metropolitan Government (2016b), Road Collapse Management Comprehensive Countermeasures Report, Seoul City.
  18. Shin, W. G., Lim, D. S., and Chun, B. S. (2010), "A Study on Self-Hardening Characteristics of Coal Ash by Mixing Ratio of Fly Ash and Bottom Ash", Korean Geotechnical Society, Vol.11, No.6, pp.85-91.
  19. Thiansky, A. B. (1999), "Sinkholes", West-Central Florida, Land subsidence in the United States, U.S. Geological Survey Circular 1182, pp.121-140.
  20. Transportation Research Board (TRB) (2008), "Development of a Recommended Practice for Use of Controlled Low- Strength Material in Highway Construction", NCHRP Report 597, U.S. Transportation Research Board, pp.3-59.
  21. Won, J. P. and Lee, Y. S. (2001), "Properties of Controlled Low-Strength Material Containing Bottom Ash", Korea Concrete Institute, Vol.13, No.3, pp.294-300.
  22. Won, J. P. and Shin, Y. G. (1999), "Optimization of Flowable Fill with High Volume Fly Ash Content", Journal of the Korean Society of Agricultural Engineers, Vol.41, No.3, pp.81-90.

피인용 문헌

  1. 실내실험 및 현장실험을 통한 고밀도 폴리 우레탄 공법의 물리·역학적 특성 분석 vol.31, pp.1, 2021, https://doi.org/10.9720/kseg.2021.1.083