한국지반환경공학회 논문집 (Journal of the Korean GEO-environmental Society)

  • 제10권5호
  • /
  • Pages.41-47
  • /
  • 2009
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  • 1598-0820(pISSN)
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  • 2714-1233(eISSN)
한국지반환경공학회 (Korean Geo-Environmental Society)
권호 표지

재생혼합토(Tire Shred-Sandy Soil Mixture)로 조성된 도로성토구조물의 장기성능

Long-term Performance of Highway Embankment Using Tire Shred-Sandy Soil Mixture

  • 고태훈 (한국철도기술연구원 신소재틸팅열차시스템연구단) ;
  • 황선근 (한국철도기술연구원 차륜궤도연구실) ;
  • 윤성민 ;
  • 박희문 (한국건설기술연구원 도로연구실) ;
  • 이성진 (한국철도기술연구원 철도구조연구실)
  • 투고 : 2009.03.05
  • 심사 : 2009.05.08
  • 발행 : 2009.08.01
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초록

본 논문에서는 폐타이어 활용 재생혼합토(Tire Shred-Sandy Soil Mixture)로 조성된 도로성토구조물의 장기성능을 평가하고자 현장계측 및 현장시험을 수행하였다. 최대 크기 76mm의 폐타이어와 사질토를 50 : 50의 체적비로 혼합한 재생혼합토 성토구조물은 도로개통 후 침하, 변형, 온도측면에서 장기적으로 안정된 모습을 보였으며, 특히 FWD 시험결과, 기존 성토재료로 조성된 성토구간의 지지성능과 동등한 수준으로 설계수명을 만족하였다.

In this paper, the long-term performance of highway embankment using tire shred-sandy soil mixture as a lightweight fill material was evaluated through the field monitoring and field test programs. A tire shred-sandy soil embankment was constructed to support a four-lane highway in Indiana, which was built with a 50 : 50 volumetric ratio of tire shreds (maximum particle dimension of 76 mm) and sandy soil (SP, USCS). After opening of the road for traffic, no noticeable differential settlement and lateral deformation were observed, and no adverse environmental impact on temperature was detected as a result of the construction of the tire shred-sandy soil embankment. Moreover, FWD test results showed that tire shred-sandy soil mixture provides bearing capacity comparable to that of conventional fill and meets the criterion for a design life of 20 years.

키워드

과제정보

연구 과제 주관 기관 : 건설교통부

참고문헌

  1. 대한타이어공업협회(KOTMA), 폐타이어 연도별 재활용 현황 (http://www.kotma.or.kr/tire/tire-2.asp).
  2. 한국도로공사 (2005), 고속도로공사 전문시방서(토목편), 한국도로교통협회, pp. 3-1-3-42.
  3. Ahmed, I. (1993), Laboratory Study on Properties of Rubber-Soils, PhD. dissertation, Purdue University, Indiana, U.S., pp. 303-328.
  4. Ahmed, I. and Lovell, C.W. (1993), Rubber Soils as Lightweight Geomaterials, Transportation Research Record 1422, Transportation Research Board, National Research Council, pp. 61-70.
  5. American Association of State Highway and Transportation Officials (AASHTO) (1993), AASHTO Guide for Design of Pavement Structures, APPENDIX D, AASHTO, pp. D-1-D-28.
  6. American Society for Testing and Materials (ASTM) (2004), Standard Practice for Use of Scrap Tires in Civil Engineering Application, Designation: D 6270-98, ASTM, pp. 1-20.
  7. Baker, T.E., Allen, T.M., Pierce, L.M., Jenkins, D.V., Christie, R.A., Mooney, D.T. and Weston, J.T. (2003), Evaluation of the Use of Scrap Tires in Transportation Related Applications in the State of Washington, Report to the Legislature as Required by SHB 2308, Environmental and Engineering Programs Division, Washington State Department of Transportation, pp. 1-14.
  8. Bosscher, P.J., Edil, T.B. and Eldin, N.N. (1992), Construction and Performance of a Shredded Waste Tire Test Embankment, Transportation Research Record 1345, Transportation Research Board, National Research Council, pp. 44-52.
  9. Bosscher, P.J., Edil, T.B. and Eldin, N.N. (1997), Design of Highway Embankments using Tire Chips, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 123, No. 4, pp. 295-304. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:4(295)
  10. Drescher, A. and Newcomb, D.E. (1994), Development of Design Guidelines for Use of Shredded Tires as a Lightweight Fill in Road Subgrade and Retaining Walls, Report No. MN/RC-94/04, University of Minnesota, Minnesota Department of Transportation, pp. 45-116.
  11. Edil, T.B. and Bosscher, P.J. (1992), Development of Engineering Criteria for Shredded Waste Tires in Highway Applications, Final Report No. GT-92-9, University of Wisconsin-Madison, Wisconsin Department of Transportation, Wisconsin Department of Natural Resources, pp. 1-60.
  12. Edil, T.B. and Bosscher, P. J. (1994), Engineering Properties of Tire Chips and Soil Mixtures, Geotechnical Testing Journal, ASTM, Vol. 17, No. 4, pp. 453-464. https://doi.org/10.1520/GTJ10306J
  13. Engstrom, G.M. and Lamb, R. (1994), Using Shredded Waste Tires as a Lightweight Fill Material for Road Subgrades, Summary Report MN/RD94/10, Minnesota Department of Transportation, pp. 1-24.
  14. FHWA-LTPP (2000), LTPP Manual for Falling Weight DeflectometerDeflectometer Measurements Operational Field Guidelines, FHWA, pp. 3-23.
  15. Hoppe, E.J. and Mullen, W.G. (2004), Field Study of a Shredded-Tire Embankment in Virginia, Final Report No. VTRC 04-R20, Virginia Transportation Research Council, pp. 1-19.
  16. Humphrey, D.N. (1996), Investigation of Exothermic Reaction in Tire Shred Fill located on SR 100 in Ilwaco, Washington, Consulting Report to FHWA, U.S. Department of Transportation, pp. 31-38.
  17. Indiana Administrative Code 329 (1996), Solid Waste Management Board, Indiana Department of Environmental Management, p. 1.
  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. Read, J., Donson, T. and Thomas, J. (1991), Experimental Project: Use of Shredded Tires for Lightweight Fill, FHWA Experimental Project No. 1, DTFH-71-90-501-OR-11, Post-Construction Report, Oregon Department of Transportation Highway Division Roadway Section, pp. 1-15.
  20. Simm J.D. (2005), Sustainable Re-use of Tyres in Port, Coastal and River Engineering: Guidance for Planning, Implementation and Maintenance. Report SR 669, HR Wallingford Ltd., pp. 97-110.
  21. Turner-Fairbank Highway Research Center (TFHRC) (1997) User Guidelines for Waste and Byproduct Materials in Pavement Construction, FHWA-RD-97-148, Federal Highway Administration (http://www.tfhrc.gov/hnr20/recycle/waste/st4.htm).
  22. Wappett, H.L. and Zornberg, J.G. (2005), Thermal Response of a Tire Shred-Soil Embankment, Proceedings of the Conference of the Graduate Engineering Council, University of Texas at Austin, Texas (http://www.ce.utexas.edu/prof/zornberg/zornbergpublication_files/Zornberg/Zornberg%20nonreferreed/Wappett_Zornberg_2005.pdf).
  23. Wolfe, S.L., Humphrey, D.N. and Wetzel, E.A. (2004), Development of Tire Shred Underlayment to Reduce Groundborne Vibration from LRT Track, Geotechnical Engineering for Transportation Projects (GSP No. 126), GeoTrans 2004, pp. 750-759.
  24. Yoon, S., Prezzi, M., Siddiki, N. and Kim, B. (2006), Construction of a Test Embankment using a Sand-Tire Shred Mixture as Fill Material, Journal of Waste Management, Vol. 26, No. 9, pp. 1033-1044. https://doi.org/10.1016/j.wasman.2005.10.009
  25. Zornberg, J.G. Costa, Y.D. and Vollenweider, B. (2004a), Performance of Prototype Embankment built with Tire Shreds and Nongranular Soil, Journal of the Transportation Research Board, No. 1874, pp. 70-77.
  26. Zornberg, J.G., Cabral, A.R. and Viratjandr, C. (2004b), Behaviour of Tire Shred-Sand Mixtures, Canadian Geotechnical Journal, Vol. 41, No. 2, pp. 227-241. https://doi.org/10.1139/t03-086