Skip to main content
Log in

Utilization of recycled glass for 3D concrete printing: rheological and mechanical properties

  • ORIGINAL ARTICLE
  • Published:
Journal of Material Cycles and Waste Management Aims and scope Submit manuscript

Abstract

The disposal of post-consumer glass has been a major issue due to its inert properties that may cause environmental effects, while recycling of these glasses is only feasible if the waste glass recovered is sorted into its different colour to prevent chemical incompatibility in the manufacturing process. 3D printing in building and construction has gain increasing attention in the past decade and provides a potential to sustainably utilize the recycled unsorted glasses. This paper examines the use of recycled glass as the fine aggregates for 3D concrete printing applications. Despite the several studies done on the use of recycled glass in concrete, there is a lack of focus on the rheology of the material which is essential to the performance of the material in 3D concrete printing. Although results have shown that the mechanical strength for the recycled glass concrete is lower than the sand aggregates concrete, yet the flow properties of the former is better than the latter. Nonetheless, a balance between the mechanical strength and flowability of the mix design should be studied. The future work revolves around the optimization of the mix design using a combination of sand and recycled glass, adjusting the gradation of recycled glass particles and addition of accelerators to improve its buildability and mechanical strengths.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

Similar content being viewed by others

References

  1. Mohajerani A et al. (2017) Practical recycling applications of crushed waste glass in construction materials: a review. Constr Build Mater 156:443–467

    Article  Google Scholar 

  2. Idir R, Cyr M, Tagnit-Hamou A (2010) Use of fine glass as ASR inhibitor in glass aggregate mortars. Constr Build Mater 24(7):1309–1312

    Article  Google Scholar 

  3. Tan KH, Du H (2013) Use of waste glass as sand in mortar: part I–Fresh, mechanical and durability properties. Cement Concr Compos 35(1):109–117

    Article  Google Scholar 

  4. Du H, Tan KH (2013) Use of waste glass as sand in mortar: part II–Alkali–silica reaction and mitigation methods. Cement Concre Compos 35(1):118–126

    Article  Google Scholar 

  5. Tay YWD et al (2016) Processing and properties of construction materials for 3D printing. Mater Sci Forum 861:177–181

    Article  Google Scholar 

  6. Tay YWD et al (2019) Time gap effect on bond strength of 3D-printed concrete. Virtual Phys Prototyp 14:104–113

    Article  Google Scholar 

  7. Tay YWD et al (2017) 3D printing trends in building and construction industry: a review. Virtual Phys Prototyp 12(3):261–276

    Article  Google Scholar 

  8. Jay G, Sanjayan BN, Xia M, Marchment T (2018) Effect of surface moisture on inter-layer strength of 3D printed concrete. Constr Build Mater 172:468–475

    Article  Google Scholar 

  9. Bos F et al. (2016) Additive manufacturing of concrete in construction: potentials and challenges of 3D concrete printing. Virtual Phys Prototyp 11(3):209–225

    Article  MathSciNet  Google Scholar 

  10. Panda B et al. (2018) Measurement of tensile bond strength of 3D printed geopolymer mortar. Measurement 113:108–116

    Article  Google Scholar 

  11. Wolfs RJM (2015) 3D printing of concrete structures. Master Thesis, Eindhoven University of Technology

  12. Gosselin C et al. (2016) Large-scale 3D printing of ultra-high performance concrete–a new processing route for architects and builders. Mater Design 100:102–109

    Article  Google Scholar 

  13. Le TT et al. (2012) Mix design and fresh properties for high-performance printing concrete. Mater Struct 45(8):1221–1232

    Article  Google Scholar 

  14. Panda B et al. (2018) Current challenges and future potential of 3D concrete printing: Aktuelle Herausforderungen und Zukunftspotenziale des 3D-Druckens bei Beton. Mater Werkstofftech 49(5):666–673

    Article  Google Scholar 

  15. Panda B et al. (2017) Additive manufacturing of geopolymer for sustainable built environment. J Clean Prod 167:281–288

    Article  Google Scholar 

  16. Panda B, Tan MJ (2019) Rheological behavior of high volume fly ash mixtures containing micro silica for digital construction application. Mater Lett 237:348–351

    Article  Google Scholar 

  17. Panda B, Unluer C, Tan MJ (2018) Investigation of the rheology and strength of geopolymer mixtures for extrusion-based 3D printing. Cement Concr Compos 94:307–314

    Article  Google Scholar 

  18. Chen C et al. (2006) Waste E-glass particles used in cementitious mixtures. Cem Concr Res 36(3):449–456

    Article  Google Scholar 

  19. Turgut P, Yahlizade E (2009) Research into concrete blocks with waste glass. Int J Civil Environ Eng 1(4):203–209

    Google Scholar 

  20. Batayneh M, Marie I, Asi I (2007) Use of selected waste materials in concrete mixes. Waste Manag 27(12):1870–1876

    Article  Google Scholar 

  21. de Oliveira LAP, Castro-Gomes JP, Santos P (2010) Mechanical and durability properties of concrete with ground waste glass sand. In: J11DBMC International conference on durability of building materials and components, pp 1–8

  22. Adaway M, Wang Y (2015) Recycled glass as a partial replacement for fine aggregate in structural concrete–Effects on compressive strength. Electron J Struct Eng 14(1):116–122

    Google Scholar 

  23. Abdallah S, Fan M (2014) Characteristics of concrete with waste glass as fine aggregate replacement. Int J Eng Tech Res 2(6):11–17

    Google Scholar 

  24. Ali EE, Al-Tersawy SH (2012) Recycled glass as a partial replacement for fine aggregate in self compacting concrete. Constr Build Mater 35:785–791

    Article  Google Scholar 

  25. Park SB, Lee BC, Kim JH (2004) Studies on mechanical properties of concrete containing waste glass aggregate. Cement Concr Res 34(12):2181–2189

    Article  Google Scholar 

  26. de Castro S, de Brito J (2013) Evaluation of the durability of concrete made with crushed glass aggregates. J Clean Prod 41:7–14

    Article  Google Scholar 

  27. Ismail ZZ, Al-Hashmi EA (2009) Recycling of waste glass as a partial replacement for fine aggregate in concrete. Waste Manag 29(2):655–659

    Article  Google Scholar 

  28. Lee G et al. (2013) Effects of recycled fine glass aggregates on the properties of dry–mixed concrete blocks. Constr Build Mater 38:638–643

    Article  Google Scholar 

  29. Topcu IB, Canbaz M (2004) Properties of concrete containing waste glass. Cement Concr Res 34(2):267–274

    Article  Google Scholar 

  30. Meyer C, Egosi N, Andela C (2001) Concrete with waste glass as aggregate. In: Proceedings of the international symposium concrete technology unit of ASCE and University of Dundee, pp 1–9

  31. Malik MI, Manzoor A, Ahmad B, Asima S, Ali R, Bashir M (2014) Positive potential of partial replacement of fine aggregates by waste glass (< 600 micron) in concrete. Int J Civ Eng Technol 5(11):146–153

    Google Scholar 

  32. Limbachiya MC (2009) Bulk engineering and durability properties of washed glass sand concrete. Constr Build Mater 23(2):1078–1083

    Article  Google Scholar 

  33. Ling T-C, Poon C-S, Kou S-C (2011) Feasibility of using recycled glass in architectural cement mortars. Cement Concr Compos 33(8):848–854

    Article  Google Scholar 

  34. Taha B, Nounu G (2008) Properties of concrete contains mixed colour waste recycled glass as sand and cement replacement. Constr Build Mater 22(5):713–720

    Article  Google Scholar 

  35. Weng Y et al. (2018) Design 3D printing cementitious materials via Fuller Thompson theory and Marson-Percy model. Constr Build Mater 163:600–610

    Article  Google Scholar 

  36. Roussel N (2018) Rheological requirements for printable concretes. Cement Concr Res 112:76–85

    Article  Google Scholar 

  37. Mahaut F et al. (2008) Effect of coarse particle volume fraction on the yield stress and thixotropy of cementitious materials. Cement Concr Res 38(11):1276–1285

    Article  Google Scholar 

  38. Qian Y, Kawashima S (2016) Flow onset of fresh mortars in rheometers: contribution of paste deflocculation and sand particle migration. Cem Concr Res 90:97–103

    Article  Google Scholar 

  39. Qian Y, Zhang D, Ueda T (2016) Interfacial tensile bond between substrate concrete and repairing mortar under freeze-thaw cycles. J Adv Concr Technol 14(8):421–432

    Article  Google Scholar 

  40. Reiner M (1950) Deformation and flow. An elementary introduction to theoretical rheology. Phys Today 3(4):35

    Article  Google Scholar 

  41. Qian Y, Kawashima S (2018) Distinguishing dynamic and static yield stress of fresh cement mortars through thixotropy. Cement Concr Compos 86:288–296

    Article  Google Scholar 

  42. Cai W (2017) Effect of particle packing on flow property and strength of concrete mortar. Master Thesis, Iowa State University

  43. Mangulkar MN, Jamkar SS (2013) Review of particle packing theories used for concrete mix proportioning. Int J Sci Eng Res 4(5):143–148

    Google Scholar 

  44. Marchon D, Kawashima S, Bessaies-Bey H, Mantellato S, Ng S (2018) Hydration and rheology control of concrete for digital fabrication: Potential admixtures and cement chemistry. Cem Concr Res 112:96–110

    Article  Google Scholar 

  45. Hu J (2005) A study of effects of aggregate on concrete rheology. PhD Thesis, Iowa State University

  46. Jiao D et al. (2017) Effect of constituents on rheological properties of fresh concrete-a review. Cem Concr Compos 83:146–159

    Article  Google Scholar 

  47. Katz A, Baum H (2006) Effect of high levels of fines content on concrete properties. ACI Mater J 103(6):474

    Google Scholar 

  48. Panda B et al. (2019) Improving the 3D printability of high volume fly ash mixtures via the use of nano attapulgite clay. Compos Part B Eng 165:75–83

    Article  Google Scholar 

  49. Qian Y, De Schutter G (2018) Enhancing thixotropy of fresh cement pastes with nanoclay in presence of polycarboxylate ether superplasticizer (PCE). Cem Concr Res 111:15–22

    Article  Google Scholar 

  50. Malaeb Z et al. (2015) 3D concrete printing: machine and mix design. Int J Civil Eng 6(6):14–22

    Google Scholar 

Download references

Acknowledgements

The authors would like to acknowledge Enviro Sand Pty. Ltd. for supplying the recycled glass used in this study.

Funding

This project was funded by the National Additive Manufacturing Innovation Cluster (NAMIC), Singapore (Project ID: 2016017).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Yi Wei Daniel Tay.

Ethics declarations

Conflict of interest

The authors declare that they have no conflict of interest.

Additional information

Publisher’s Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Ting, G.H.A., Tay, Y.W.D., Qian, Y. et al. Utilization of recycled glass for 3D concrete printing: rheological and mechanical properties. J Mater Cycles Waste Manag 21, 994–1003 (2019). https://doi.org/10.1007/s10163-019-00857-x

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10163-019-00857-x

Keywords

Navigation