LOGIN TO YOUR ACCOUNT

Username
Password
Remember Me
Or use your Academic/Social account:

CREATE AN ACCOUNT

Or use your Academic/Social account:

Congratulations!

You have just completed your registration at OpenAire.

Before you can login to the site, you will need to activate your account. An e-mail will be sent to you with the proper instructions.

Important!

Please note that this site is currently undergoing Beta testing.
Any new content you create is not guaranteed to be present to the final version of the site upon release.

Thank you for your patience,
OpenAire Dev Team.

Close This Message

CREATE AN ACCOUNT

Name:
Username:
Password:
Verify Password:
E-mail:
Verify E-mail:
*All Fields Are Required.
Please Verify You Are Human:
fbtwitterlinkedinvimeoflicker grey 14rssslideshare1
Tokgöz, DDG; Ozerkan, NG; Kowita, OS; Antony, SJ (2016)
Publisher: American Concrete Institute
Languages: English
Types: Article
Subjects:
The influence of different types of polyethylene (PE) substitutions as partial aggregate replacement of micro-steel fiber reinforced self-consolidating concrete (SCC) incorporating incinerator fly ash was investigated. The study focuses on the workability and hardened properties including mechanical, permeability properties, sulfate resistance and microstructure. Regardless of the polyethylene type, PE substitutions slightly decreased the compressive and flexural strength of SSC initially, however, the difference was compensated at later ages. SEM analysis of the interfacial transition zone showed that there was chemical interaction between PE and the matrix. Although PE substitutions increased the permeable porosity and sorptivity, it significantly improved the sulfate resistance of SCC. The influence of PE shape and size on workability and strength was found to be more important than its type. When considering the disposal of PE wastes and saving embodied energy, consuming recycled PE as partial aggregate replacement was more advantageous over virgin PE aggregate replaced concrete.
  • The results below are discovered through our pilot algorithms. Let us know how we are doing!

    • 7. Miller M, "Polymers in Cementitious Materials." Shrewsbury, GBR: Smithers Rapra; 2005.
    • 8. Siddique R, "Waste materials and by-products in concrete." 2008.
    • 9. Mesbah HA, Buyle-Bodin F, "Efficiency of polypropylene and metallic fibres on control of shrinkage and cracking of recycled aggregate mortars," Construction and Building Materials, V. 13, No. 8. 1999, pp. 439-447.
    • 10. Bagherzadeh R, Sadeghi AH, Latifi M, "Utilizing polypropylene fibers to improve physical and mechanical properties of concrete," Textile Research Journal, V. 82, No. 1. 2012, pp. 88-96.
    • 11. Naik TR, Singh SS, Huber CO, Brodersen BS, "Use of post-consumer waste plastics in cement-based composites," Cement and Concrete Research, V. 26, No. 10. 1996, pp. 1489- 1492.
    • 12. Rivas-Vázquez LP, Suárez-Orduña R, Valera-Zaragoza M, Máas-Díaz ADLL, RamírezVargas E, "Preparation and mechanical properties of polyethylene-Portland cement composites," Book Preparation and mechanical properties of polyethylene-Portland cement composites, 1242, Editor, ed.^eds., City, 2010, pp. 179-184.
    • 13. Jiménez FJ, Téllez L, Valenzuela MA, Lee SW, Balmori H, "Effect of waste polyethylene addition on the properties of white portland cement," Journal of Ceramic Processing Research, V. 11, No. 2. 2010, pp. 281-285.
    • 14. Akçaözoǧlu S, Atiş CD, Akçaözoǧlu K, "An investigation on the use of shredded waste PET bottles as aggregate in lightweight concrete," Waste Management, V. 30, No. 2. 2010, pp. 285-290.
    • 15. Albano C, Camacho N, Hernández M, Matheus A, Gutiérrez A, "Influence of content and particle size of waste pet bottles on concrete behavior at different w/c ratios," Waste Management, V. 29, No. 10. 2009, pp. 2707-2716.
    • 16. Choi YW, Moon DJ, Chung JS, Cho SK, "Effects of waste PET bottles aggregate on the properties of concrete," Cement and Concrete Research, V. 35, No. 4. 2005, pp. 776-781.
    • 17. Frigione M, "Recycling of PET bottles as fine aggregate in concrete," Waste Management, V. 30, No. 6. 2010, pp. 1101-1106.
    • 18. Safi B, Saidi M, Aboutaleb D, Maallem M, "The use of plastic waste as fine aggregate in the self-compacting mortars: Effect on physical and mechanical properties," Construction and Building Materials, V. 43. 2013, pp. 436-442.
    • 19. Al-Maaded M, Madi NK, Kahraman R, Hodzic A, Ozerkan NG, "An Overview of Solid Waste Management and Plastic Recycling in Qatar," Journal of Polymers and the Environment, V. 20, No. 1. 2012, pp. 186-194.
    • 20. GPCA, "GCC Plastic Industry Indicators," Gulf Petrochemicals and Chemicals Association. 2015.
    • 21. Imbabi MS, Carrigan C, McKenna S, "Trends and developments in green cement and concrete technology," International Journal of Sustainable Built Environment, V. 1, No. 2. 2012, pp. 194-216.
    • 22. Al-Ansary M, Iyengar SR, "Physiochemical characterization of coarse aggregates in Qatar for construction industry," International Journal of Sustainable Built Environment, V. 2, No. 1. 2013, pp. 27-40.
    • 23. QCS, "The Qatar National Construction Standards," Qatar General Organization for Standards and Metrology, Qatar. 2007.
    • 24. Al-Ansary M, Pöppelreiter MC, Al-Jabry A, Iyengar SR, "Geological and physiochemical characterisation of construction sands in Qatar," International Journal of Sustainable Built Environment, V. 1, No. 1. 2012, pp. 64-84.
    • 25. Worrell E, Price L, Martin N, Hendriks C, Meida LO, "Carbon dioxide emissions from the global cement industry," Annual Review of Energy and the Environment, V. 26. 2001, pp. 303- 329.
    • 26. Okamura H, Ouchi M, "Self-Compacting Concrete," Journal of Advanced Concrete Technology, V. 1, No. 1. 2003, pp. 5-15.
    • 27. Uysal M, Yilmaz K, "Effect of mineral admixtures on properties of self-compacting concrete," Cement and Concrete Composites, V. 33, No. 7. 2011, pp. 771-776.
    • 28. Vejmelková E, Keppert M, Grzeszczyk S, Skaliński B, Černý R, "Properties of selfcompacting concrete mixtures containing metakaolin and blast furnace slag," Construction and Building Materials, V. 25, No. 3. 2011, pp. 1325-1331.
    • 29. Şahmaran M, Christianto HA, Yaman IO, "The effect of chemical admixtures and mineral additives on the properties of self-compacting mortars," Cement and Concrete Composites, V. 28, No. 5. 2006, pp. 432-440.
    • 30. Uysal M, Sumer M, "Performance of self-compacting concrete containing different mineral admixtures," Construction and Building Materials, V. 25, No. 11. 2011, pp. 4112-4120.
    • 31. Corinaldesi V, Moriconi G, "The role of industrial by-products in self-compacting concrete," Construction and Building Materials, V. 25, No. 8. 2011, pp. 3181-3186.
    • 32. Gesoǧlu M, Güneyisi E, Özbay E, "Properties of self-compacting concretes made with binary, ternary, and quaternary cementitious blends of fly ash, blast furnace slag, and silica fume," Construction and Building Materials, V. 23, No. 5. 2009, pp. 1847-1854.
    • 33. Collepardi S, Collepardi M, Iannis G, Quadrio Curzio A, "SCC with ground bottom ash from municipal solid wastes incinerators," Book SCC with ground bottom ash from municipal solid wastes incinerators, Editor, ed.^eds., City, 2012, pp. 453-464.
    • 34. Hamernik JD, Frantz GC, "Physical and chemical properties of municipal solid waste fly ash," ACI Materials Journal, V. 88, No. 3. 1991, pp. 294-301.
    • 35. Aubert JE, Husson B, Vaquier A, "Use of municipal solid waste incineration fly ash in concrete," Cement and Concrete Research, V. 34, No. 6. 2004, pp. 957-963.
    • 36. del Valle-Zermeño R, Formosa J, Chimenos JM, Martínez M, Fernández AI, "Aggregate material formulated with MSWI bottom ash and APC fly ash for use as secondary building material," Waste Management, V. 33, No. 3. 2013, pp. 621-627.
    • 37. Ferreira C, Ribeiro A, Ottosen L, "Possible applications for municipal solid waste fly ash," Journal of Hazardous Materials, V. 96, No. 2-3. 2003, pp. 201-216.
    • 38. Gao X, Wang W, Ye T, Wang F, Lan Y, "Utilization of washed MSWI fly ash as partial cement substitute with the addition of dithiocarbamic chelate," Journal of Environmental Management, V. 88, No. 2. 2008, pp. 293-299.
    • 39. Ginés O, Chimenos JM, Vizcarro A, Formosa J, Rosell JR, "Combined use of MSWI bottom ash and fly ash as aggregate in concrete formulation: Environmental and mechanical considerations," Journal of Hazardous Materials, V. 169, No. 1-3. 2009, pp. 643-650.
    • 40. Goh CC, Show KY, Cheong HK, "Municipal solid waste fly ash as a blended cement material," Journal of Materials in Civil Engineering, V. 15, No. 6. 2003, pp. 513-523.
    • 41. Guo X, Shi H, Hu W, Wu K, "Durability and microstructure of CSA cement-based materials from MSWI fly ash," Cement and Concrete Composites, V. 46. 2014, pp. 26-31.
    • 42. Lam CHK, Barford JP, McKay G, "Utilization of municipal solid waste incineration ash in Portland cement clinker," Clean Technologies and Environmental Policy, V. 13, No. 4. 2011, pp. 607-615.
    • 43. Lam CHK, Ip AWM, Barford JP, McKay G, "Use of incineration MSW ash: A review," Sustainability, V. 2, No. 7. 2010, pp. 1943-1968.
    • 44. Pan JR, Huang C, Kuo JJ, Lin SH, "Recycling MSWI bottom and fly ash as raw materials for Portland cement," Waste Management, V. 28, No. 7. 2008, pp. 1113-1118.
    • 45. Tang P, Florea MVA, Spiesz P, Brouwers HJH, "Characteristics and application potential of municipal solid waste incineration (MSWI) bottom ashes from two waste-to-energy plants," Construction and Building Materials, V. 83. 2015, pp. 77-94.
    • 46. Tyrer M, "Municipal solid waste incinerator (MSWI) concrete," Eco-Efficient Concrete, 2013, pp. 273-310.
    • 47. DSWMC personal communication.
    • 48. ASTMC311/C311M-13, "Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland-Cement Concrete," ASTM International, West Conshohocken, PA. 2013.
    • 49. ASTMC114-15, "Standard Test Methods for Chemical Analysis of Hydraulic Cement," ASTM International, West Conshohocken, PA. 2015.
    • 50. ASTMC204-11e1, "Standard Test Methods for Fineness of Hydraulic Cement by AirPermeability Apparatus," ASTM International, West Conshohocken, PA. 2011.
    • 51. ASTMC618-12a, "Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete," ASTM International,West Conshohocken, PA. 2012.
  • No related research data.
  • No similar publications.

Share - Bookmark

Cite this article