Experimental Investigation of Properties of Concrete Containing Recycled Construction Wastes

  • Ruoyu Jin
  • Bo Li
  • Ahmed Elamin
  • Shengqun Wang
  • Ourania Tsioulou
  • Dariusz Wanatowski
Research paper

Abstract

This research focused on investigating the effects of recycled aggregates on the material properties of concrete and the structural performance of reinforced concrete beams. Two different sources of recycled aggregates, crushed red bricks and demolished concrete, collected from local construction and demolition wastes, were analysed. The pre-wetting method was applied to recycled coarse aggregates aiming to study its effects on concrete specimens. Experimental results assisted by regression analysis revealed that the pre-wetting method could minimize the negative effects caused by recycled aggregate itself on the concrete slump and compressive strength test results. Pre-wetting method was also found improving the dynamic modulus of elasticity for concrete specimens. Adding supplementary cementitious materials was not as effective as the pre-wetting method in enhancing concrete slump, ultrasonic pulse velocity (UPV), strength, or dynamic modulus of elasticity. The reduction of concrete UPV and compressive strength caused by recycled aggregates were more significant in the early curing age. Flexural tests on reinforced concrete beams indicated that although adding recycled concrete aggregates did not significantly change the beam failure load, the ultimate deformation of reinforced concrete beams was reduced by displaying more brittle failure behaviour. It was indicated that the failure mode of beam was changed from flexural to shear, inferring that shear capacity of beam with RCA was reduced. Future research directions were proposed focusing on the durability studies of concrete members containing recycled aggregates especially when the pre-wetting method was applied.

Keywords

Recycled aggregates Concrete mixture design Concrete properties Structural test Regression analysis 

Notes

Acknowledgements

The authors would like to acknowledge Ningbo the Benefit of People Program from the Ningbo Science and Technology Bureau (Contract No. 2015C50049) in funding this project.

References

  1. 1.
    Tošic N, Marinkovic S, Ignjatovic I (2016) A database on flexural and shear strength of reinforced recycled aggregate concrete beams and comparison to Eurocode 2 predictions. Constr Build Mater 127:932–944CrossRefGoogle Scholar
  2. 2.
    Fan YJ, Yu BS, Wang SL (2017) Analysis and evaluation of the stochastic damage for recycled aggregate concrete frames under seismic action. Int J Civ Eng.  https://doi.org/10.1007/s40999-017-0203-x Google Scholar
  3. 3.
    Mohammed TU, Das HK, Mahmood AH, Rahman MN, Awal MA (2016) Flexural performance of RC beams made with recycled brick aggregate. Constr Build Mater 134:67–74CrossRefGoogle Scholar
  4. 4.
    Limbachiya M, Meddah MS, Ouchagour Y (2012) Performance of Portland/silica fume cement concrete produced with recycled concrete aggregate. ACI Mater J 109(1):91–100Google Scholar
  5. 5.
    Oikonomou ND (2005) Recycled concrete aggregates. Cem Concr Compos 27:315–318CrossRefGoogle Scholar
  6. 6.
    Meyer C (2009) The greening of the concrete industry. Cem Concr Compos 31:601–605CrossRefGoogle Scholar
  7. 7.
    Jin R, Chen YT, Elamin A, Wanatowski D, Yu Y (2016) Investigations on properties of recycled aggregate concrete made from different construction debris sources. DII-2016 Conference, Livingstone, Zambia. ISBN 978-0-620-70336-9Google Scholar
  8. 8.
    Obla K, Kim H, Lobo CL (2007) Crushed returned concrete as aggregates for new concrete. National Ready Mixed Concrete Association. Final Report to the RMC Research & Education Foundation Project, pp 05–13Google Scholar
  9. 9.
    Malešev M, Radonjanin V, Marinković S (2010) Recycled concrete as aggregate for structural concrete production. Sustainability 2(5):1204–1225.  https://doi.org/10.3390/su2051204 CrossRefGoogle Scholar
  10. 10.
    Hossain M (2013) Waste shell husks concrete: durability, permeability and mechanical properties. J Build Constr Plan Res 1:61–66.  https://doi.org/10.4236/jbcpr.2013.13009 Google Scholar
  11. 11.
    Nili M, Biglarijoo N, Hosseinian SM, Ahmadi S (2014) Disposing waste demolition in concrete as aggregate replacement. Int J Mat 1:105–110Google Scholar
  12. 12.
    Dilbas H, Cakir O, Simsek M (2017) Recycled aggregate concretes (RACs) for structural use: an evaluation on elasticity modulus and energy capacities. Int J Civ Eng 15(2):247–261CrossRefGoogle Scholar
  13. 13.
    Kapoor K, Singh SP, Singh B (2018) Water permeation properties of self compacting concrete made with coarse and fine recycled concrete aggregates. Int J Civ Eng 16(1):47–56CrossRefGoogle Scholar
  14. 14.
    Kamal MM, Safan MA, Etman ZA, Abd-elbaki MA (2015) Effect of steel fibers on the properties of recycled self-compacting concrete in fresh and hardened state. Int J Civ Eng 13(4A):400–410Google Scholar
  15. 15.
    Etxeberria M, Gonzalez-Corominas A (2017) Properties of plain concrete produced employing recycled aggregates and sea water. Int J Civ Eng.  https://doi.org/10.1007/s40999-017-0229-0 Google Scholar
  16. 16.
    Omary S, Ghorbel E, Wardeh G, Nguyen MD (2017) Mix design and recycled aggregates effects on the concrete’s properties. Int J Civ Eng.  https://doi.org/10.1007/s40999-017-0247-y Google Scholar
  17. 17.
    Tufekci MM, Cakir O (2017) An Investigation on mechanical and physical properties of recycled coarse aggregate (RCA) concrete with GGBFS. Int J Civ Eng 15:549–563CrossRefGoogle Scholar
  18. 18.
    Expanded Shale, Clay & Slate Institute (ESCSI) (2007) Physical properties of structural lightweight aggregate. Expanded Shale, Clay & Slate Institute (ESCSI), Salt Lake CityGoogle Scholar
  19. 19.
    Famili H, Saryazdi MK, Parhizkar T (2012) Internal curing of high strength self consolidating concrete by saturated lightweight aggregate—effects on material properties. Int J Civ Eng 10(3):210–221Google Scholar
  20. 20.
    Reynolds D, Browning J, Darwin D (2009) Lightweight aggregates as an internal curing agent for low-cracking high-performance concrete. Structural Engineering and Engineering Materials SM Report No. 97.Lawrence, KansasGoogle Scholar
  21. 21.
    Kabay N, Kizilkanat AB, Tüfekçi MM (2015) Effect of prewetted pumice aggregate addition on concrete properties under different curing conditions. Period Polytech Civ Eng 60(1):89–95CrossRefGoogle Scholar
  22. 22.
    Li X (2009) Recycling and reuse of waste concrete in China Part II. Structural behaviour of recycled aggregate concrete and engineering applications. Resour Conserv Recycl 53:107–112CrossRefGoogle Scholar
  23. 23.
    Li X (2008) Recycling and reuse of waste concrete in China Part I. Material behaviour of recycled aggregate concrete. Resour Conserv Recycl 53:36–44CrossRefGoogle Scholar
  24. 24.
    ACI 555R–01 (2001) Removal and reuse of hardened concrete. ACI Committee 555, Farmington HillsGoogle Scholar
  25. 25.
    ASTM C136 (2006) Standard test method for sieve analysis of fine and coarse aggregates, 3rd edn. ASTM International, West ConshohockenGoogle Scholar
  26. 26.
    ACI 211.2 (2004) Standard practice for selecting proportions for structural lightweight concrete. American Concrete Institute, Farmington HillsGoogle Scholar
  27. 27.
    ASTM C31/C31M (2006) Standard practice for making and curing concrete test specimens in the field, 3rd edn. ASTM International, West ConshohockenGoogle Scholar
  28. 28.
    ASTM C127 (2004) Standard test method for density, relative density (specific gravity), and absorption of coarse aggregate, 3rd edn. ASTM International, West ConshohockenGoogle Scholar
  29. 29.
    ASTM C128 (2007) Standard test method for density, relative density (specific gravity), and absorption of fine aggregate, 3rd edn. ASTM International, West ConshohockenGoogle Scholar
  30. 30.
    ASTM C131/C131M (2014) Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine. ASTM International, West ConshohockenGoogle Scholar
  31. 31.
    ASTM C 143/C 143M (2005)Standard Test method for slump of hydraulic-cement concrete. ASTM International, West ConshohockenGoogle Scholar
  32. 32.
    ASTM C 597 (2016) Standard test method for pulse velocity through concrete. ASTM International, West ConshohockenGoogle Scholar
  33. 33.
    ASTM C 215 (2014) Standard test method for slump of hydraulic-cement concrete. ASTM International, West ConshohockenGoogle Scholar
  34. 34.
    ASTM C 39/ C 39 (2007) Standard test method for compressive strength of cylindrical concrete specimens. ASTM International, West ConshohockenGoogle Scholar
  35. 35.
    ASTM D6272 (2017) Standard test method for compressive strength of cylindrical concrete specimens. ASTM International, West ConshohockenGoogle Scholar
  36. 36.
    China Standards Publication (2007) Common Portland Cement. GB 175-2007. China Standards Press, Beijing (in Chinese) Google Scholar
  37. 37.
    China Standards Publication (2005) Fly ash used for cement and concrete. GB/T1596-2005, China Standards Press, Beijing (in Chinese) Google Scholar
  38. 38.
    China Standards Publication (2002) Silica fume used for concrete. GB/T18736. China Standards Press, Beijing (in Chinese) Google Scholar
  39. 39.
    Xu Y, Chen W, Jin R, Shen J, Smallbone K, Yan C, Hu L (2017) Experimental investigation of photocatalytic effects of concrete in air purification adopting entire concrete waste reuse model. J Hazard Mater (Submitted)Google Scholar
  40. 40.
    EC 2 (2004) Eurocode 2: design of concrete structures. Part 1–1: general rules and rules for buildings. European Standard, BrusselsGoogle Scholar

Copyright information

© Iran University of Science and Technology 2018

Authors and Affiliations

  1. 1.School of Environment and TechnologyUniversity of BrightonBrightonUK
  2. 2.Department of Civil EngineeringUniversity of Nottingham Ningbo ChinaNingboChina
  3. 3.School of Civil Engineering, Faculty of EngineeringUniversity of LeedsLeedsUK

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