International Journal of Highway Engineering (한국도로학회논문집)

Korean Society of Road Engineers (한국도로학회)
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Evaluation of Concrete Material Properties for Pavement Using Job-site Processed Recycled Aggregates

현장재생골재를 사용한 포장용 콘크리트의 기본 물성실험

  • 양성철 (홍익대학교 건축공학부) ;
  • 김남호 (한국기술교육대학교 건축공학부)
  • Received : 2013.01.18
  • Accepted : 2013.03.26
  • Published : 2013.04.15
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Abstract

PURPOSES : This study was performed to investigate a feasibility of job-site use of recycled concrete aggregate exceeding 3% of absorption rate. Test variables are coarse aggregate types such as natural aggregate, job-site processed recycled aggregate, and recycled aggregate processed from the intermediate waste treatment company. METHODS : First, aggregate properties such as gradation, specific gravity and absorption rate were determined. Next a basic series of mechanical properties of concrete was tested. RESULTS : All strength test results such as compression, flexure and modulus were satisfied for the minimum requirements. Finally up to first 48 elapsed days the shrinkage strains of concretes made from both recycled aggregates (in case of volume-surface ratio of 300) appeared to be greater than 26% of the companion concretes made from natural aggregates. CONCLUSIONS : Drying shrinkage result is ascribed to greater absorption rate and specific gravity of those specimens made from recycled aggregate. This may be reduced with an addition of admixtures.

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References

  1. Ministry of Land, Transportation and Maritime Affairs, 2009. Regulations on the Mandatory Use of Recycled Aggregates for Construction Projects.
  2. Park, W. J., 2012. A Study on the Relationship between Compressive Strength and Modulus of Elasticity of Recycled Aggregate Concrete. Journal of the Architectural Institute of Korea, Vol.28 No.1, pp.109-116
  3. Sim, J. S., Park, C. W., Park, S. J., Kim, Y. J., 2006. Characterization of Compressive Strength and Elastic Modulus of Recycled Aggregate Concrete with Respect to Replacement Ratios. Journal of Korean Society of Civil Engineers, Vol. 26, No. 1A, pp.213-218
  4. Yang, S. C. et al., 2012. Development of Pavement Reconstruction Methodology for Sustainable Green Airport, Interim Research Report, Korea Institute of Construction & Transportation Technology Evaluation and Planning
  5. Yang, S. C., Kwon, S. A., Lim, Y. J., 2010. Development of Model Equations for Strength Properties with Age in Concrete Pavement. Journal of the Korean Society of Hazard Mitigation, Vol. 10, No. 6, pp.35-43
  6. Yang, S. C., Ahn, N. S., Choi, D. U., Kang, S. M., 2004. Drying Shrinkage of Concretes according to Different Volume-Surface Ratios and Aggregate Types. Journal of the Korean Society of Road Engineers, Vol. 6, No. 4, pp. 109-121
  7. Yoo, M. Y., 2007. Mortar Properties of Blended 3 Types Fine Aggregates for Concrete, Ph.D Dissertation, Seoul National University
  8. Korea Expressway Corporation, 2011. Highway Construction Guide Specification
  9. Incheon International Airport Corporation, 2012. Concrete Construction Guidelines
  10. Hong, M. Y., 2010. Recycling Plan of (Circulation Aggregate) using Construction Waste, Master's Thesis, Hanbat National University
  11. FAA, 2007. Standard for Specifying Construction of Airports, Advisory Circular, AC 150/5370-10C, Federal Aviation Authority.
  12. Pauls, D., Reddi, L., 2008. Engineering Overview of a Road Recycling Machine for Portland Cement Concrete Pavement, Research Report to Kansas DOT, Kansas State University.
  13. RMRC, 2007. Recycled Material Highway Construction Environmental Assessment: Life Cycle Based Risk Assessment of Recycled Materials in Roadway Construction, Recycled Materials Resource Center, University of New Hampshire.
  14. Burnham, T., Koubaa, A., 2001. A New Approach to Estimate the In-situ Thermal Coefficient and Drying Shrinkage for Jointed Concrete Pavement. Proceedings of the 7th International Conference on Concrete Pavements, Vol. 1, pp. 313-332.