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Mechanical properties and microstructure of alkali activated mortar containing unexpanded clay

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Purpose: In building constructions, due to the decrease of local raw materials and for sustainability purpose, beside the need of light pieces to be used in roofing and false ceiling; an alkali-activated mortar is the new development where pozzolanic material is used instead of cement and activated by an alkaline solution. Therefore, in this research, alkali-activated mortar containing unexpanded clay as a fine aggregate with a dry density of 1652 kg/m3, compressive strength of 3.2 MPa, and thermal conductivity of 0.4 (W/m.K) was produced ,also boards were performed in a dimension of 305×152×12 mm as to use them in false ceiling, and reinforced with 0.25 and 0.5% steel fibre to improve their toughness by 370.8% and 1146.1% compared with reference boards, which made them good choice to used them in roofing and secondary ceiling. Design/methodology/approach: For preparation of alkali-activated mortar, low calcium fly ash (FA) was used as a source binder material. In addition, super-plasticizer and unexpanded clay as a fine aggregate (produce from the crushed artificial aggregate) in the ratio of 1:2.75 fly ash/fine aggregate. The paste was prepared by mixing fly ash with an alkali silicate solution, in a solid-to-liquid ratio of 0.4. Alkali silicate activator was prepared by mixing the NaOH and Na2SiO3 solutions at the mass ratios of 2.5. The concentrations of the NaOH was the same molarity of (14M).To improve the mechanical properties of the reference mortar mixture ,steel fibre with 0.25 and 0.5% content were added to the mix .The specimens were tested for water absorption, dry density, compressive strength, flexural strengths, flexural toughness, and thermal conductivity, in addition to the Scanning Electron Microscope test (SEM) for all mortar mixes. Alkali-activated mortar boards with (305×152×12 mm) were prepared and tested for flexural strength and toughness. Findings: The results indicated that the modulus of rupture for mortar boards reinforced with 0.25 and 0.5% steel fibre exhibits an increase of (3.68-12.10)%. In comparison, the toughness is increased by about 370.8% and 1146.1%, respectively, as compared with the reference mortar (without fibre) which made them resistance to accident, in addition to use them in roofing due to their thermal insulation. Research limitations/implications: Further research is needed to make a similar board using another sustainable material. We can examine the thermal insulation that we can get from these board, especially in the building in Iraq which the weather faces high temperatures. Practical implications: There is a by-product that we could get from the electricity station in Iraq. We must study how we get rid of it. Originality/value: This paper investigate how to produce a new light board using artificial aggregate made from unexpanded clay, which has many benefits in building insulation roofing.
Rocznik
Strony
56--68
Opis fizyczny
Bibliogr. 29 poz.
Twórcy
autor
  • Institute of Technology, Middle Technical University, Baghdad, Iraq
autor
  • Materials Engineering Department, Al-Mustansiriayah University, Baghdad, Iraq
autor
  • Materials Engineering Department, Al-Mustansiriayah University, Baghdad, Iraq
Bibliografia
  • [1] R. McCaffrey, Climate Change and the Cement Industry, Global Cement and Lime Magazine Environmental Special Issue (2002) 15-19.
  • [2] B. Hanumesh, B. Varun, B. Harish, The mechanical properties of concrete incorporating silica fume as partial replacement of cement, International Journal of Emerging Technology and Advanced Engineering 5/9 (2015) 270-275.
  • [3] S.V. Patankar, Y.M. Ghugal, S.S. Jamkar, Effect of Concentration of Sodium Hydroxide and Degree of Heat Curing on Fly Ash-Based Geopolymer Mortar, Indian Journal of Materials Science 2014 (2014) 938789. DOI: https://doi.org/10.1155/2014/938789
  • [4] H.U. Ahmed, A.A. Mohammed, S. Rafiq, A.S. Mohammed, A. Mosavi, N.H. Sor, S. Qaidi, Compressive Strength of Sustainable Geopolymer Concrete Composites: A State-of-the-Art Review, Sustainability 13/24 (2021) 13502. DOI: https://doi.org/10.3390/su132413502
  • [5] V. Malhotra, A. Ramezanianpour, Fly Ash in Concrete, Canada Centre for Mineral and Energy Technology, Natural Resources Canada, Ottawa, Ontario, 1994.
  • [6] K.-H. Yang, J.-K. Song, A.F. Ashour, E.-T. Lee, Properties of cementless mortars activated by sodium silicate, Construction and Building Materials 22/9 (2008) 1981-1989. DOI: https://doi.org/10.1016/j.conbuildmat.2007.07.003
  • [7] D. Hardjito, C. Cheak, C. Lee Ing, Sength and Setting Times of Low Calcium Fly Ash-based Geopolymer Mortar, Modern Applied Science 2/4 (2008) 3-11. DOI: https://doi.org/10.5539/mas.v2n4p3
  • [8] V. Medri, E. Papa, M. Mazzocchi, L. Laghi, M. Morganti, J. Francisconi, E. Landi, Production and characterization of lightweight vermiculite/geopolymer-based panels, Materials and Design 85 (2015) 266-274. DOI: https://doi.org/10.1016/j.matdes.2015.06.145
  • [9] A.A. Mohammed, H.U. Ahmed, A. Mosavi, Survey of Mechanical Properties of Geopolymer Concrete: A Comprehensive Review and Data Analysis, Materials 14/16 (2021) 4690. DOI: https://doi.org/10.3390/ma14164690
  • [10] S. Mane, H.S. Jadhav, Investigation of Geopolymer Mortar and Concrete under High Temperature, International Journal of Emerging Technology and Advanced Engineering 2/12 (2012) 384-390.
  • [11] H.U. Ahmed, A.S. Mohammed, A.A. Mohammed, R.H. Faraj, Systematic Multiscale Models to Predict the Compressive Strength of Fly Ash-Based Geopolymer Concrete at Various Mixture Proportions and Curing Regimes, PLoS ONE 16/6 (2021) e0253006. DOI: https://doi.org/10.1371/journal.pone.0253006
  • [12] ASTM C618: Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete, ASTM International, West Conshohocken, PA, USA, 2008.
  • [13] W.I. Khalil, H.K. Ahmed, Z.M. Hussein, Properties of Artificial and Sustainable Lightweight Aggregate, Proceedings of the 17th International Conference on Building Science and Engineering, Berlin, Germany, Vol. 17, no. 9, 2015, 633-637.
  • [14] Iraqi Specification, No.45/1984: Aggregate from Natural Sources for Concrete and Construction, The Central Organization for Standardization and Quality Control, Baghdad, 1984.
  • [15] ASTM C330-03: Standard Specification for Light-weight Aggregates for Structural Concrete, ASTM International, West Conshohocken, PA, USA, 2003.
  • [16] W.I. Khalil, W.A. Abbas, I.F. Nasser, Mechanical properties and thermal conductivity of lightweight geopolymer concrete, Proceedings of the 1st International Scientific Conference of Engineering Sciences; 3rd Scientific Conference of Engineering Science “ISCES”, 2018, Baqubah, Iraq, 175-180. DOI: https://doi.org/10.1109/ISCES.2018.8340549
  • [17] ASTM C494/C494M: Standard Specification for Chemical Admixtures for Concrete, ASTM International, West Conshohocken, PA, USA, 2005.
  • [18] ASTM C-1437: Standard Test Method for Flow of Hydraulic Cement Mortar, ASTM International, West Conshohocken, PA, USA, 2015.
  • [19] ASTM C642-97: Standard Test Method of Specific Gravity, Absorption and Voids in Hardened Concrete, ASTM International, West Conshohocken, PA, USA, 1997.
  • [20] ASTM C109/C109M: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars, ASTM International, West Conshohocken, PA, USA, 2015.
  • [21] ASTM C348: Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars, ASTM International, West Conshohocken, PA, USA, 2015.
  • [22] ASTM C-1185-12: Standard Test Methods for Sampling and Testing Non-Asbestos Fibre-Cement Flat Sheet, Roofing and Siding Shingles, and Clapboards, ASTM International, West Conshohocken, PA, USA, 2012.
  • [23] B. Chen, J. Liu, Contribution of Hybrid Fibers on the Properties of High Strength Lightweight Concrete Having Good Workability, Cement and Concrete Research 35/5 (2005) 913-917. DOI: https://doi.org/10.1016/j.cemconres.2004.07.035
  • [24] R. Zejak, I. Nikolic, D. Blecic, V. Radmilovic, V. Radmilovic, mechanical and microstructural properties of the fly-ash-based geopolymer paste and mortar, Materiali in Tehnologije/Materials and Technology 47/4 (2013) 535-540.
  • [25] T. Häkkinen, The influence of slag content on the microstructure, permeability and mechanical properties of concrete: Part 2 technical properties and theoretical examinations, Cement and Concrete Research 23/3 (1993) 518-530. DOI: https://doi.org/10.1016/0008- 8846(93)90002-Q
  • [26] C. Redon, V.C. Li, C. Wu, H. Hoshiro, T. Saito, A. Ogawa, Measuring and modifying interface properties of PVA fibers in ECC matrix, Journal of Materials in Civil Engineering 13/6 (2001) 399-406. DOI: https://doi.org/10.1061/(ASCE)0899- 1561(2001)13:6(399)
  • [27] B.S. Jaafer, A.H. Majeed, M.J. Kadhim, Physical and Mechanical Properties of Reed fibre Cement Board, IOP Conference Series: Materials Science and Engineering 928 (2020) 022054. DOI: https://doi.org/10.1088/1757-899X/928/2/022054
  • [28] K.M. Ahsana Fathima, S. Varghese, Behaviour Study of Steel Fibre and Polypropylene Fibre Reinforced Concrete, IMPACT: International Journal of Research in Engineering and Technology 2/10 (2014) 17-24.
  • [29] K.H. Mo, K.K.Q. Yap, U.J. Alengaram, M.Z. Jumaat, The effect of steel fibres on the enhancement of flexural and compressive toughness and fracture characteristics of oil palm shell concrete, Construction and Building Materials 55 (2014) 20-28. DOI: https://doi.org/10.1016/j.conbuildmat.2013.12.103
Uwagi
PL
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-f5530f59-dc7e-4daf-807e-0ddbbc10bc86
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