Skip to main content

Strength of Recycled Aggregate Concrete

  • Chapter
  • First Online:

Part of the book series: Springer Tracts in Civil Engineering ((SPRTRCIENG))

Abstract

This chapter intensively studied the strength indexes of recycled aggregate concrete (RAC), which includes the RAC compressive strength, tensile strength, flexural strength, the relationship of the conversion coefficients of RAC mechanical index, and the effects of elevated temperatures on the RAC strengths. The research results in this chapter are very important and useful for comprehensively understanding RAC material’s mechanical properties and their differences with natural aggregate concrete (NAC).

The original version of this chapter was revised: The erratum to this chapter is available at https://doi.org/10.1007/978-3-662-53987-3_16

This is a preview of subscription content, log in via an institution.

References

  1. Malhotra VM. Use of recycled concrete as a new aggregate. Energy, Mines and Resources Canada, Canada Centre for Mineral and Energy Technology, Minerals Research Program, Mineral Sciences Laboratories; 1976.

    Google Scholar 

  2. Buck AD. Recycled concrete as a source of aggregate. J Proc. 1977;74(5):212–9.

    Google Scholar 

  3. Sri R, Tam CT. Properties of concrete made with crushed concrete as coarse aggregate. Mag Concr Res. 1985;37(130).

    Google Scholar 

  4. Dhir RK, Limbachiya MC, Leelawat T. Suitability of recycled concrete aggregate for use in BS 5328 designated mixes. Proc Inst Civil Eng Struct Build. 1999;134(3):257–74.

    Google Scholar 

  5. Limbachiya MC, Leelawat T, Dhir RK. Recycled coarse aggregate concrete: a study of properties in the fresh state, strength development and durability. In: Proceedings of international symposium on sustainable construction: use of recycled concrete aggregate, University of Dundee, Scotland; 1998. p. 11–2.

    Google Scholar 

  6. Gupta SM. Strength characteristics of concrete made with demolition waste as coarse aggregate. In: Proceedings of the international conference on recent development in structural engineering; 2001. p. 364–73.

    Google Scholar 

  7. Nixon PJ. Recycled concrete as an aggregate for concrete—a review. Mater Struct. 1978;11(5):371–8.

    Google Scholar 

  8. Bcs J. Study on recycled aggregate and recycled aggregate concrete. Concr J. 1978;16(7):18–31.

    Article  Google Scholar 

  9. Wesche K, Schulz RR. Beton aus aufbereitetem Altbeton-Technologie und Eigenschaften. Betontechnische Berichte. 1984;(22).

    Google Scholar 

  10. Frondistou-Yannas S. Waste concrete as aggregate for new concrete. J Proc. 1977;74(8):373–6.

    Google Scholar 

  11. Gerardu JJ, Hendriks CF. Recycling of road pavement materials in the Netherlands. Dienst Weg-en Waterbouwkunde: Rijkswaterstaat; 1985.

    Google Scholar 

  12. Hansen TC. Recycled aggregates and recycled aggregate concrete second state-of-the-art report developments 1945–1985. Mater Struct. 1986;19(3):201–46.

    Article  Google Scholar 

  13. Ramamurthy K, Gumaste KS. Properties of RAC;1998.

    Google Scholar 

  14. Mandal S, Gupta A. Strength and durability of recycled aggregate concrete. IABSE Symp Rep. 2002;86(6):33–46.

    Article  Google Scholar 

  15. Yoda K, Yoshikane T, Nakashima Y, Soshiroda T. Recycled cement and recycled concrete in Japan. In: Proceedings of the international conference on demolition and reuse of concrete and masonry; 1988. p. 527–36.

    Google Scholar 

  16. Ridzuan AR, Diah AB, Hamir R, Kamarulzaman KB. The influence of recycled aggregate on the early compressive strength and drying shrinkage of concrete. Struct Eng Mech Comput. 2001;2:1415–22.

    Article  Google Scholar 

  17. Hansen TC, Narud H. Strength of recycled concrete made from crushed concrete coarse aggregate. Concr Int. 1983;5(01):79–83.

    Google Scholar 

  18. Salem RM. Strength and durability characteristics of recycled aggregate concrete; 1996.

    Google Scholar 

  19. MOHURD. JGJ55-2011 Specification for mix proportion design of ordinary concrete. Beijing: China Architecture and Building Press; 2011.

    Google Scholar 

  20. Mukai T, Kikuchi M, Ishikawa N. Study on the properties of concrete containing recycled concrete aggregate. Cement Association of Japan 32nd Review; 1978.

    Google Scholar 

  21. Coquillat G. Recyclage de materiaux de demolition dans la confection de Beton. CEBTP-Service d’Etudes des Matériaux Unite. Technology des Béton; 1982.

    Google Scholar 

  22. Ahmad SH, Fisher DG, Sackett KW. Properties of concrete made with north carolina recycled coarse and fine aggregates. Center for Transportation Engineering Studies, Department of Civil Engineering, North Carolina State University; 1996.

    Google Scholar 

  23. Ikeda T, Yamane S, Sakamoto A. Strengths of concrete containing recycled aggregate. In: Proceedings of the 2nd international RILEM symposium on demolition and reuse of concrete and masonry, Tokyo, Japan; Nov 1988. p. 7–11.

    Google Scholar 

  24. Ravindrarajah RS, Loo YH, Tam CT. Recycled concrete as fine and coarse aggregates in concrete. Mag Concr Res. 1987;39(141):214–20.

    Article  Google Scholar 

  25. Sagoe-Crentsil KK, Brown T, Taylor AH. Performance of concrete made with commercially produced coarse recycled concrete aggregate. Cem Concr Res. 2001;31(5):707–12.

    Article  Google Scholar 

  26. MOHURD. GB 50010-2010 Code for design of concrete structures. Beijing: China Architecture and Building Press: China Architecture and Building Press; 2010.

    Google Scholar 

  27. MC90 CE. Design of concrete structures. CEB-FIP Model Code; 1990.

    Google Scholar 

  28. ACI Committee, American Concrete Institute, International Organization for Standardization. Building code requirements for structural concrete (ACI 318-08) and commentary. American Concrete Institute.

    Google Scholar 

  29. Comité Européen de Normalisation: prENV 1992-1-2, Eurocode 2: Design of concrete structures, part 1–2: structural fire design, CEN/TC 250/SC 2; 1993.

    Google Scholar 

  30. Xiao J, König G. Study on concrete at high temperature in China—an overview. Fire Saf J. 2004;39(1):89–103.

    Article  Google Scholar 

  31. Hansen, TC. Recycling of demolished concrete and masonry. E&FN SPON, London; 1992.

    Google Scholar 

  32. German Committee for reinforced concrete: guideline for concrete with recycled aggregate. Draft status; 1998 (in German).

    Google Scholar 

  33. Comité Euro-International du Béton: Fire design of concrete structures in accordance with CEB/FIP Model Code 90. CEB Bulletin d’Information No. 208, Switzerland; 1991.

    Google Scholar 

  34. Chinese National Standard. Standard for test method of mechanical properties on ordinary concrete (GB/T 50081-2002).

    Google Scholar 

  35. Teranishi K, Dosho Y, Narikawa M, Kikuchi M. Application of recycled aggregate concrete for structural concrete, part 3—production of recycled aggregate by real-scale plant and quality of recycled aggregate concrete. In: Dhir RK, et al. editor. Proceedings of international symposium on use of recycled concrete aggregate. University of Dundee, Scotland, 11–12 Nov 1998. p. 143–156.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Jianzhuang Xiao .

Rights and permissions

Reprints and permissions

Copyright information

© 2018 Springer-Verlag GmbH Germany

About this chapter

Check for updates. Verify currency and authenticity via CrossMark

Cite this chapter

Xiao, J. (2018). Strength of Recycled Aggregate Concrete. In: Recycled Aggregate Concrete Structures. Springer Tracts in Civil Engineering . Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-53987-3_6

Download citation

  • DOI: https://doi.org/10.1007/978-3-662-53987-3_6

  • Published:

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-662-53985-9

  • Online ISBN: 978-3-662-53987-3

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics