DOI QR코드

DOI QR Code

Shear Properties of Waste Tire-Bottom Ash Mixture with Different Particle Size of Waste Tire

폐타이어 입경에 따른 폐타이어-저회 혼합토의 전단특성

  • Received : 2010.01.14
  • Accepted : 2010.02.25
  • Published : 2010.02.28

Abstract

This paper investigates the shear properties of waste tire-bottom ash mixture with various particle size of waste tire powder. Test specimens were prepared at 5 different percentages of waste tire powder content (i.e., 0%, 25%, 50%, 75%, 100% by weight of the dry bottom ash), and with three different particle sizes of waste tire powder (i.e., 0.1 mm~2.0 mm, 0.9 mm~5 mm and 2 mm~10 mm). In this study several series of direct shear tests were carried out. The experimental results indicate that the mechanical characteristics of waste tire-bottom ash mixture are strongly influenced by the particle size as well as waste tire powder content. It is shown that the shear strength and internal friction angle of waste tire-bottom ash mixture decrease with an increase in waste tire powder content. However, the shear strength and internal friction angle of the mixture increase due to interlocking effect between waste tire powder and bottom ash as the particle size of waste tire powder increases.

폐타이어 분말 입경에 따른 폐타이어-저회 혼합토의 전단특성에 관한 연구를 수행하였다. 건조된 저회 중량을 기준으로 5개의 폐타이어 분말 함량(0%, 25%, 50%, 75%, 100%)과 3종류의 폐타이어 분말 입경(0.1mm~2.0mm, 0.9mm~5mm, 2mm~10mm)에 따라 공시체를 준비하였다. 직접전단시험을 수행한 결과 폐타이어-저회 혼합토의 역학적 특성은 폐타이어 분말 입경과 함량에 크게 의존하는 것을 알 수 있다. 폐타이어 분말 함량이 증가함에 따라 혼합토의 전단강도와 내부마찰각은 감소하나, 폐타이어 분말 입경이 커짐에 따라 입자간의 억물림 효과에 의해 전단강도와 내부마찰각은 증가하는 경향을 가진다.

Keywords

References

  1. 김윤태, 강효섭 (2009), "직접전단시험에 의한 폐타이어 혼합경량토의 전단특성 연구", 한국해양공학회지, 제23권, 제3호, pp.20-29.
  2. 김윤태, 강효섭 (2008a), "폐타이어 분말을 이용한 혼합경량토의 역학적 특성 연구", 대한토목학회논문집, 제28권, 제4C호, pp.247-253.
  3. 김윤태, 강효섭 (2008b), "유동성 뒷채움재인 폐타이어 혼합경량토에 대한 실험적 연구", 한국해양공학회지, 제22권, 5호, pp.112-118.
  4. 산업자원부 (2002), 자원활용.소재 및 리싸이클링 기술동향 분석연구, 최종보고서, pp.22-25.
  5. 코오롱건설 (2001), 폐타이어 고무분말 특성분석 및 국내.외 시장조사를 통한 마케팅 전략 수립, 코오롱건설주식회사.
  6. Ahmed, I. (1993), Laboratory Study on Properties of Rubber-Soils, Purdue University, Indiana, Joint highway Research Project, Report No.FHWA/IN/JHRP-93/4.
  7. Benda, C. C. (1995), Engineering Properties of Scrap Tires Used in Geotechnical Applications, Report No. 95-1, Vermont Agency of Transportation, Montpelier, VT
  8. Bressette, T. (1984), Used Tire Material as An Alternative Permeable Aggregate, Report No. FHWA/CA/TL-84/07, Office of Transportation Laboratory, California Department of Transportation, Sacramento, CA.
  9. Epps, Jon A. (1994), Use of Recycled Rubber Tires in Highways, National Cooperative Highway Research Program Synthesis of Highway Practice No. 198, Transportation Research Board, Washington, DC.
  10. Foose, G., Benson, C., and Bosscher, P. (1996), "Sand Reinforced with Shredded Waste Tires", Journal of Geotechnical Engineering, Vol.122, No.9, pp.760-767. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:9(760)
  11. Ghazavi, M., and Sakhi, M. A. (2005a), "Influence of Optimized Tire Shreds on Shear Strength Parameters of Sand", International Journal of Geomechnics, Vol.5, No.1, pp.58-65. https://doi.org/10.1061/(ASCE)1532-3641(2005)5:1(58)
  12. Ghazavi, M., and Sakhi, M. A. (2005b), "Optimization of Aspect Ratio of Waste Tire Shreds in Sand-Shred Mixtures Using CBR Tests", Geotechnical Testing Journal, Vol.28, No.6, pp.564-569.
  13. Humphrey, D. and Sandford, T. (1993), Tire Chips as lightweight subgrade fill and retaining wall backfill, Proc., Symp. on Recovery and Effective Reuse of Discarded Materials and By-Products for Constr. of Hwy. Fac., Federal highway Administration, Denver, Colo., 5-55-5-68.
  14. Kang, H. S., and Kim, Y. T. (2009), "Strength and Mechanical Behavior of Waste Tire Powder-Added Lightweight Soil", International Conference on Civil and Environmental Engineering, ICCEE-2009, Busan.
  15. Lee, H. J., Salgado, R., Bernal, A., and Lovell, W. C. (1999), "Shredded Tires and Rubber-Sand as Lightweight Backfill", Journal of Geotechnical and Geoenvironmental Engineering, Vol.125, No.2, pp.132-141. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:2(132)
  16. Lambe, T. W., and Whitman, R. V. (1979), Soil Mechanics(SI Version), John Wiley and Sons.
  17. Lok, M. H., and Yu, H. J. (2006), "Laboratory Study on the Mechanical Behavior of Tire Chip-Sand Mixture", Pavement Mechanics and Performance (GSP 154), ASCE, pp.157-164.
  18. Masad, E., Taha, R., Ho, C., and Papagiannakis, T. (1996), "Engineering Properties of Tire/Soil Mixtures as a Lightweight Fill Material", Geotechnical Testing Journal, Vol.19, No.3, pp.297-304. https://doi.org/10.1520/GTJ10355J
  19. Wu, W. Y., Benda, C. C., and Cauley, R. F. (1997), "Triaxial Determination of Shear Strength of Tire Chips", Journal of Geotechnical and Geoenvironmental Engineering, Vol.123, No.5, pp.479-482. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:5(479)
  20. Yang, S., Lohnes, R. A., and Kjartanson, B. H. (2002), "Mechanical Properties of Shredded Tires", Geotechnical Testing Journal, Vol.25, No.1, pp.44-52. https://doi.org/10.1520/GTJ11078J
  21. Youwai, S., and Bergado, D. T. (2003), "Strength and Deformation Characteristics of Shredded Rubber Tire-Sand Mixtures", Canadian Geotechnical Journal, Vol.40, No.2, pp.254-264. https://doi.org/10.1139/t02-104
  22. Zornberg, J. G., Cabral, A. R., and Viratjandr, C. (2004), "Behavior of Tire Shred-Sand Mixtures", Canadian Geotechnical Journal, Vol.41, No.2, pp.227-241. https://doi.org/10.1139/t03-086