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Properties of binary blended cement mortars containing glass powder and steel slag powder

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The large quantity of waste or by-product materials (such as waste glass and steel slag) released to landfills is considered to be a real problem. The use of these materials as cement replacements makes it possible to solve this problem and reduce the quantity of carbon dioxide emitted from the cement manufacturing process. This paper presents the effect of waste glass powder (GP) and steel slag powder (SSP) on the properties of blended cement mortar. The flow, compressive strength, direct tensile strength and dry density of cement mortar containing GP and SSP as cement replacements with and without superplasticizer (SP) are studied and compared with the control mix. The results show that the glass and steel slag powders, once they are simultaneously added as a ternary blended cement mortar, reduce the water binder ratio required to achieve flowability. Additionally, the compressive strength results of such blended mortar showed that the increased GP content exhibits better performance than that of slag powder for the same level of waste materials replacements.
Słowa kluczowe
Rocznik
Strony
243--256
Opis fizyczny
Bibliogr. 45 poz., tab., wykr.
Twórcy
  • Building and Construction Engineering Technical College of Mosul Northern Technical College of Mosul, Northern Technical University Mosul, Iraq
  • Building and Construction Engineering Technical College of Mosul Northern Technical College of Mosul, Northern Technical University Mosul, Iraq
Bibliografia
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  • 5. Jani Y., Hogland W., Waste glass in the production of cement and concrete – A review, Journal of Environmental Chemical Engineering, 2(3): 1767–1775, 2014, doi: 10.1016/j.jece.2014.03.016.
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  • 7. Patel D., Tiwari R.P., Shrivastava R., Yadav R.K., Effective utilization of waste glass powder as the substitution of cement in making paste and mortar, Construction and Building Materials, 199: 406–415, 2019, doi: 10.1016/j.conbuildmat.2018.12.017.
  • 8. Vijayakumar G., Vishaliny H., Govindarajulu D., Studies on glass powder as partial replacement of cement in concrete production, International Journal of Emerging Technology and Advanced Engineering, 3(2): 153–157, 2013.
  • 9. Nassar R.-U.D., Soroushian P., Strength and durability of recycled aggregate concrete containing milled glass as partial replacement for cement, Construction and Building Materials, 29: 368–377, 2012, doi: 10.1016/j.conbuildmat.2011.10.061.
  • 10. Tamanna N., Sutan N.M., Tuladhar R., Lee D.T.C., Yakub I., Pozzolanic properties of glass powder in cement paste, Journal of Civil Engineering, Science and Technology, 7(2): 75–81, 2016, doi: 10.33736/jcest.307.2016.
  • 11. Matos A.M., Sousa-Coutinho J., Durability of mortar using waste glass powder as cement replacement, Construction and Building Materials, 36: 205–215, 2012, doi: 10.1016/j.conbuildmat.2012.04.027.
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  • 13. Islam G.M.S., Rahman M.H., Kazi N., Waste glass powder as partial replacement of cement for sustainable concrete practice, International Journal of Sustainable Built Environment, 6(1): 37–44, 2017, doi: 10.1016/j.ijsbe.2016.10.005.
  • 14. Aliabdo A.A., Abd Elmoaty A.M., Aboshama A.Y., Utilization of waste glass powder in the production of cement and concrete, Construction and Building Materials, 124: 866–877, 2016, doi: 10.1016/j.conbuildmat.2016.08.016.
  • 15. ASTM C 618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete, Annual Book of ASTM Standards, 2003.
  • 16. Shi C., Steel slag – its production, processing, characteristics, and cementitious properties, Journal of Materials in Civil Engineering, 16(3): 230–236, 2004, doi: 10.1061/ (ASCE)0899-1561(2004)16:3(230).
  • 17. Furlami E., Tonello G., Maschio S., Recycling of steel slag and glass cullet from energy saving lamps by fast firing production of ceramics, Waste Management, 30(8–9): 1714–1719, 2010, doi: 10.1016/j.wasman.2010.03.030.
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  • 24. ASTM C494, Standard Specification for Chemical Admixtures for Concrete, Annual Book of ASTM Standards, 2004.
  • 25. Iraqi Standard, The Ruins of the natural Resources used in the Concrete and Construction, Central Agency for Standardization and Quality Control, No. 45, 1984.
  • 26. ASTM C989, Standard Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars, Annual Book of ASTM Standards, 2019.
  • 27. ASTM C1437, Standard Test Method for Flow of Hydraulic Cement Mortar, Annual Book of ASTM Standards, 2019.
  • 28. ASTM C109, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50 mm] Cube Specimens), Annual Book of ASTM Standards, 2020.
  • 29. ASTM C190, Standard Test Method for Tensile Strength of Hydraulic Cement Mortars, Annual Book of ASTM Standards, 1985.
  • 30. ASTM C642, Standard Test Method for Density, Absorption, and Voids in Hardened Concrete, Annual Book of ASTM Standards, 2013.
  • 31. Zhu G., Hao Y., Xia C., Zhang Y., Hu T., Sun S., Study on cementitious properties of steel slag, Journal of Mining and Metallurgy, Section B: Metallurgy, 49(2): 217–224, 2013, doi: 10.2298/JMMB120810006Z.
  • 32. Qiang W., Mengxiao S., Jun Y., Influence of classified steel slag with particle sizes smaller than 20 µm on the properties of cement and concrete, Construction and Building Materials, 123: 601–610, 2016, doi: 10.1016/j.conbuildmat.2016.07.042.
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  • 34. Khaleel O.R., Abdul Razak H., The effect of powder type on the setting time and self compactability of mortar, Construction and Building Materials, 36: 20–26, 2012, doi: 10.1016/j.conbuildmat.2012.04.079.
  • 35. Pereira de Oliveira L.A, Castro Gomes J.P., Santos P., Optimization of pozzolanic reaction of ground waste glass incorporated in cement mortars, [in:] PORTUGAL SB07-Sustainable Construction, Materials and Practices: Challenge of the Industry for the New Millennium, pp. 928–934, 2007.
  • 36. Shi C., Wu Y., Riefler C., Wang H., Characteristics and pozzolanic reactivity of glass powders, Cement and Concrete Research, 35(5): 987–993, 2005, doi: 10.1016/ j.cemconres.2004.05.015.
  • 37. Kwan A.K.H., Fung W.W.S., Wong H.H.C., Water film thickness, flowability and rheology of cement–sand mortar, Advances in Cement Research, 22(1): 3–14, 2010, doi: 10.1680/adcr.2008.22.1.3.
  • 38. Mehdipour I., Khayat Kamal H., Effect of particle-size distribution and specific surface area of different binder systems on packing density and flow characteristics of cement paste, Cement and Concrete Composites, 78: 120–131, 2017, doi: 10.1016/j.cemconcomp.2017.01.005.
  • 39. Fennis S.A.A.M., Walraven J.C., Using particle packing technology for sustainable concrete mixture design, HERON, 57(2): 73–101, 2012, http://heronjournal.nl/57- 2/1.pdf.
  • 40. Flatt R., Schober I., Superplasticizers and the Rheology of Concrete,[in:] Understanding the Rheology of Concrete, Roussel N. [Ed.], Woodhead Publishing in Civil and Structural Engineering, pp. 144–208, 2012, doi: 10.1533/9780857095282.2.144.
  • 41. Lu J.-X., Duan Z.-H., Poon C.S., Fresh properties of cement pastes or mortars incorporating waste glass powder and cullet, Construction and Building Materials, 131: 793–799, 2017, doi: 10.1016/j.conbuildmat.2016.11.011.
  • 42. Hea Z.-H., Zhan P.-M., Du S.-G., Liu B.-J., Yuan W.-B., Creep behavior of concrete containing glass powder, Composites Part B: Engineering, 166: 13–20, 2019, doi: 10.1016/j.compositesb.2018.11.133.
  • 43. Lothenbach B., Scrivener K., Hooton R.D., Supplementary cementitious materials, Cement and Concrete Research, 41(12): 1244–1256, 2011, doi: 10.1016/j.cemconres. 2010.12.001.
  • 44. Peng Y., Hu S., Ding Q., Dense packing properties of mineral admixtures in cementitious material, Particuology, 7(5): 399–402, 2009, doi: 10.1016/j.partic.2009.06.003.
  • 45. Aïtcin P.-C., 17 – The Influence of the water/cement ratio on the sustainability of concrete, [in:] Lea’s Chemistry of Cement and Concrete (5th ed.), Hewlett P.C., Liska M. [Eds], Butterworth-Heinemann, pp. 807–826, 2019, doi: 10.1016/B978-0-08-100773- 0.00017-4.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1206e516-97ab-407e-af15-47907cc2b1f5
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