Skip to main content
Log in

Strength and microstructure of fired mortars with river sand alternatives after air cooling

  • Original Article
  • Published:
Materials and Structures Aims and scope Submit manuscript

Abstract

The effect of high temperature and air cooling on the mechanical properties and microstructure of mortars incorporating manufactured sand (MS) and granite powder (GP) waste as river sand (RS) substitutes has been studied. Results of study on one type of each material show that the compressive strength, split tensile strength and flexural strength at room temperature are increased by the addition of MS and GP waste. A significant decrease in strength was recorded for all control, MS and GP incorporated mortar specimens after a 3-hour exposure to 700 °C heat. However, MS-incorporated specimens show higher residual strength than those with RS and GP. In addition, the material exhibits a stable structure state up to 500 °C, while exposure to higher temperatures results in a decomposition of hydration products. Microstructural analysis shows that the surface texture of MS particles has significant effect on mortar strength. X-ray diffraction, Fourier-transform infra-red and scanning electron microscopic techniques have been used for microstructural analysis.

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
Fig. 11
Fig. 12
Fig. 13
Fig. 14

Similar content being viewed by others

References

  1. Goncalves J, Tavares L, Toledo Filho R, Fairbairn E, Cunha E (2007) Comparison of natural and manufactured fine aggregates in cement mortars. Cem Concr Res 37(6):924–932

    Article  Google Scholar 

  2. Tam VWY, Tam C (2007) Crushed aggregate production from centralized combined and individual waste sources in Hong Kong. Constr Build Mater 21(4):879–886

    Article  Google Scholar 

  3. Tam VWY, Gao X, Tam C, Chan C (2008) New approach in measuring water absorption of recycled aggregates. Constr Build Mater 22(3):364–369

    Article  Google Scholar 

  4. Kou SC, Poon CS (2009) Properties of self-compacting concrete prepared with recycled glass aggregate. Cem Concr Compos 31(2):107–113

    Article  Google Scholar 

  5. Bhanja S, Sengupta B (2002) Investigations on the compressive strength of silica fume concrete using statistical methods. Cem Concr Res 32(9):1391–1394

    Article  Google Scholar 

  6. Corinaldesi V, Moriconi G (2010) Recycling of rubble from building demolition for low-shrinkage concretes. Waste Manag 30(4):655–659

    Article  Google Scholar 

  7. Pacheco-Torgal F, Ding Y, Jalali S (2012) Properties and durability of concrete containing polymeric wastes (tire rubber and polyethylene terephthalate bottles): an overview. Constr Build Mater 30:714–724

    Article  Google Scholar 

  8. Li G, Zhao X (2003) Properties of concrete incorporating fly ash and ground granulated blast-furnace slag. Cem Concr Compos 25(3):293–299

    Article  Google Scholar 

  9. Siddique R (2004) Performance characteristics of high-volume class F fly ash concrete. Cem Concr Res 34(3):487–493

    Article  Google Scholar 

  10. Ghrici M, Kenai S, Said-Mansour M (2007) Mechanical properties and durability of mortar and concrete containing natural pozzolana and limestone blended cements. Cem Concr Compos 29(7):542–549

    Article  Google Scholar 

  11. Akbulut H, Gurer C (2007) Use of aggregates produced from marble quarry waste in asphalt pavements. Build Environ 42(5):1921–1930

    Article  Google Scholar 

  12. Donza H, Cabrera O (2002) Irassar EF.High-strength concrete with different fine aggregate. Cem Concr Res 32(11):1755–1761

    Article  Google Scholar 

  13. Balaji Rao K, Bhaskar Desai V, Jagan Mohan D (2012) Probabilistic analysis of Mode II fracture of concrete with crushed granite stone fine aggregate replacing sand. Constr Build Mater 27(1):319–330

    Article  Google Scholar 

  14. Binici H, Shah T, Aksogan O, Kaplan H (2008) Durability of concrete made with granite and marble as recycle aggregates. J Mater Process Technol 208(1–3):299–308

    Article  Google Scholar 

  15. Pacheco-Torgal F, Castro-Gomes JP (2006) Influence of physical and geometrical properties of granite and limestone aggregates on the d urability of a C20/25 strength class concrete. Constr Build Mater 20(10):1079–1088

    Article  Google Scholar 

  16. Corinaldesi V, Moriconi G, Naik TR (2010) Characteriza tion of marble powder for its use in mortar and concrete. Constr Build Mater 24(1):113–117

    Article  Google Scholar 

  17. Yillmaz AH, Guru M, Dayi M, Tekin L (2010) Utilization of waste marble dust as an additive in cement production. Mater Des 31(8):4039–4042

    Article  Google Scholar 

  18. Ergun A (2011) Effects of the usage of diatomite and waste marble powder as partial replacement of cement on the mechanical properties of concrete. Constr Build Mater 25(2):806–812

    Article  MathSciNet  Google Scholar 

  19. Ho DWS, Sheinn AMM, Ng CC, Tam CT (2002) The use of quarry dust for SCC applications. Cem Concr Res 32(4):505–511

    Article  Google Scholar 

  20. Hernandez-Crespo MS, Rincon JM (2001) New porcelainized stoneware materials obtained by recycling of MSW incinerator fly ashes and granite sawing residues. Ceram Int 27:713–720

    Article  Google Scholar 

  21. Monteiro SN, Pecanha LA, Vieira CMF (2004) Reformulation of roofing tiles body with addition of granite waste from sawing operations. J Eur Ceram Soc 24:2349–2356

    Article  Google Scholar 

  22. Torres P, Fernandes HR, Agathopoulos S, Tulyaganov DU, Ferreira JMF (2004) Incorporation of granite cutting sludge in industrial porcelain tile formulations. J Eur Ceram Soc 24:3177–3185

    Article  Google Scholar 

  23. Vieira CMF, Soares TM, Sanchez R, Monteiro SN (2004) Incorporation of granite waste in red ceramics. Mater Sci Eng A 373:115–121

    Article  Google Scholar 

  24. Menezes RR, Ferreira HS, Neves GA, Lira HL, Ferreira HC (2005) Use of granite sawing wastes in the production of ceramic bricks and tiles. J Eur Ceram Soc 25:1149–1158

    Article  Google Scholar 

  25. Acchar W, Vieira FA, Hotza D (2006) Effect of marble and granite sludge in clay materials. Mater Sci Eng A 419:306–309

    Article  Google Scholar 

  26. Torres P, Manjate RS, Quaresma S, Fernandes HR, Ferreira JMF (2007) Development of ceramic floor tile compositions based on quartzite and granite sludges. J Eur Ceram Soc 27:4649–4655

    Article  Google Scholar 

  27. Torres P, Fernandes HR, Olhero S, Ferreira JMF (2009) Incorporation of wastes from granite rock cutting and polishing industries to produce roof tiles. J Eur Ceram Soc 29:23–30

    Article  Google Scholar 

  28. Bamonte P, Gambarova PG, Meda P (2008) Concretes exposed to fire—test results and sectional analysis. Struct Concr 9(1):19–29

    Article  Google Scholar 

  29. EN1992-1-2:2004þAC:2008 Design of concrete structures—part 1–2: general rules—structural fire design

  30. EN1994-1-2:2005þAC:2008 Design of composite steel and concrete structures—general rules—structural fire design

  31. Fire design of concrete structures–structural behaviour and assessment—state of art report, CEB-FIP, working party 4.3.-2, Ostfildern-Kemnat, Germany, 2008

  32. Arioz O (2007) Effects of elevated temperatures on properties of concrete. Fire Saf J 42(8):516–522

    Article  Google Scholar 

  33. Fire design of concrete structures—materials, structures and modelling—state of art report, CEB-FIP, working party 4.3.1, Stuttgart, Germany, 2007

  34. Xu Y, Wong YL, Poon CS, Anson M (2001) Impact of high temperature on PFA concrete. Cem Concr Res 31(7):1065–1073

    Article  Google Scholar 

  35. Tanyildizi H, Coskun A (2008) The effect of high temperature on compressive strength and splitting tensile strength of structural light weight concrete containing fly ash. Constr Build Mater 22(11):2269–2275

    Article  Google Scholar 

  36. Demirboga R, Turkmen I, Karakoc MB (2007) Thermo-mechanical properties of concrete containing high-volume mineral admixtures. Build Environ 42(1):349–354

    Article  Google Scholar 

  37. Aydın A (2008) Development of a high-temperature-resistant mortar by using slag and pumice. Fire Saf J 43(8):610–617

    Article  Google Scholar 

  38. Wang HY (2008) The effects of elevated temperature on cement paste containing GGBFS. Cem Concr Compos 30(10):992–999

    Article  Google Scholar 

  39. Xiao J, Falkner H (2006) On residual strength of high-performance concrete with and without polypropylene fibres at elevated temperatures. Fire Saf J 41(2):15–121

    Google Scholar 

  40. Kalifa P, Chene G, Galle C (2001) High-temperature behavior of HPC with polypropylene fibres:from spalling to microstructure. Cem Concr Res 31(10):1487–1499

    Article  Google Scholar 

  41. Aydın S, Yazıcı H, Baradan B (2008) High temperature resistance of normal strength and auto claved high strength mortars incorporated polypropylene and steelfibers. Constr Build Mater 22(4):504–512

    Article  Google Scholar 

  42. Menzel CA (1943) Tests of the fire resistance and thermal properties of solid concrete slabs and their significance. Proc Am Soc Test Mater 43:109–1153

    Google Scholar 

  43. Binner CR, Wilkie CB, Miller P (1949) Heat testing of high density concrete, supplement. Declassified Report HKF-1, U.S. Atomic Energy Commission, June

  44. Malhotra HL (1956) The effect of temperature on the compressive strength of concrete. Mag Concr Res (Lond) 8(22):85–149

    Article  MathSciNet  Google Scholar 

  45. Xiao J (2004) Study on concrete at high temperature in China—an overview. Fire Saf J 39:89–103

    Article  Google Scholar 

  46. IS: 383/1970 Specification for course and fine aggregates from natural resources

  47. Vijayalakshmi M, Sekar ASS, Ganesh Prabhu G (2013) Strength and durability properties of concrete made with granite industry waste. Constr Build Mater 46:1–7

    Article  Google Scholar 

  48. Beixing L, Guoju K, Mingkai Z (2011) Influence of manufactured sand characteristics on strength and abrasion resistance of pavement cement concrete. Constr Build Mater 25:3849–3853

    Article  Google Scholar 

  49. Elmoaty A, Mohamed AE (2013) Mechanical properties and corrosion resistance of concrete modified with granite dust. Constr Build Mater 47:743–752

    Article  Google Scholar 

  50. Seleem HEDH, Rashad AM, Elsokary T (2011) Effect of elevated temperature on physico-mechanical properties of blended cement concrete. Constr Build Mater 25(2):1009–1017

    Article  Google Scholar 

  51. Xu Y, Wong YL, Poon CS, Anson M (2005) Influence of PFA on cracking of concrete and cement paste after exposure to high temperatures. Cem Concr Res 33(12):2009–2016

    Article  Google Scholar 

  52. Li M, Qian C, Sun W (2004) Mechanical properties of high-strength concrete after fire. Cem Concr Res 34:1001–1005

    Article  Google Scholar 

  53. Bing C, Chunling L, Longzhu C (2009) Experimental study of mechanical properties of normal-strength concrete exposed to high temperatures at an early age. Fire Saf J 44:997–1002

    Article  Google Scholar 

  54. Ibrahim RK, Hamid R, Taha MR (2014) Strength and microstructure of mortar containing nanosilica at high temperature. ACI Mater J 111(2):163–170

    Google Scholar 

  55. Aydin S, Baradan B (2007) Effect of pumice and fly ash incorporation on high temperature resistance of cement based mortars. Cem Concr Res 37(6):988–995

    Article  Google Scholar 

  56. DeJong M, Ulm F (2007) The Nanogranular behavior of C–S–H at elevated temperatures (up to 700°C). Cem Concr Res 37(1):1–12

    Article  Google Scholar 

  57. St. John DA, Poole AB, Sims I (1998) Concrete petrography: a handbook of investigative techniques. Wiley, New York

    Google Scholar 

  58. Bakhtiyari S, Allahverdi A, Rais-Ghasemi M, Zarrabi BA, Parhizkar T (2010) Self-compacting concrete containing different powders at elevated temperatures—mechanical properties and changes in the phase composition of the paste. Thermochim Acta 514:74–81

    Article  Google Scholar 

  59. Bakharev T (2005) Geopolymeric materials prepared using Class F fly ash and elevated temperature curing. Cem Concr Res 351:224–1232

    Google Scholar 

  60. Van Eijk RJ, Brouwers HJH (2000) Modelling the effects of waste components on cement hydration. University of Twente, http://doc.utwente.nl/21577/1/Conference9.pdf

  61. Chen B, Li C, Chen L (2009) Experimental study of mechanical properties of normal-strength concrete exposed to high temperatures at an early age. Fire Saf J 44(7):997–1002

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to B. Jeyaprabha.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Jeyaprabha, B., Elangovan, G. & Prakash, P. Strength and microstructure of fired mortars with river sand alternatives after air cooling. Mater Struct 50, 76 (2017). https://doi.org/10.1617/s11527-016-0886-5

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1617/s11527-016-0886-5

Keywords

Navigation