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Tytuł artykułu

Utilization of asphalt plant waste powder as a partial cement replacement in concrete

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Asphalt Plant Waste Powder (APWP) is a sort of waste that asphalt mixing facilities produce in enormous amounts. These materials have the potential to cause a plethora of new health and environmental concerns; thus, they should be changed into something more useful and environmentally friendly. This substance comprising silicon and aluminium, which can be utilised as a cement substitute or in building. Utilization of APWP is a novel, since very limited research has used this material especially in concrete. This study will evaluate the use of Asphalt Plant Waste Powder (APWP) as a cement substitute in order to produce regular, usable concrete. This study aims to determine the ideal amount of cement replacement by APWP for use as a building material and to manufacture normal concrete with a density of less than 2400 kg/m3. To partially replace cement, four proposed percentages of 10%, 20%, 30%, and 40% are utilised. Compressive and flexural strength were examined at 28 days throughout the project. All specimens were water-cured prior to being examined. The optimal replacement of cement by APWP is therefore 10% with compressive strength of 53.75 MPa, density of 2456 kg/m3, Ultra Pulse Velocity (UPV) of 3.82 km/s, and flexural strength of 5.84 MPa. Consequently, it is suggested that APWP can be utilised as a cement alternative at a replacement rate of 10%.
Słowa kluczowe
Rocznik
Strony
491--501
Opis fizyczny
Bibliogr. 16 poz., il., tab.
Twórcy
  • Faculty of Civil Engineering and Technology, University of Malaysia Perlis (UniMAP), Perlis, Malaysia
  • Geopolymer and Green Technology, Centre of Excellence (CEGeoGTech), University of Malaysia Perlis (UniMAP), Perlis, Malaysia
  • Faculty of Civil Engineering Technology, University of Malaysia Perlis, Malaysia
  • Faculty of Chemical Engineering and Technology, University of Malaysia Perlis (UniMAP), Perlis, Malaysia
  • Geopolymer and Green Technology, Centre of Excellence (CEGeoGTech), University of Malaysia Perlis (UniMAP), Perlis, Malaysia
autor
  • Faculty of Civil Engineering and Technology, University of Malaysia Perlis (UniMAP), Perlis, Malaysia
  • Geopolymer and Green Technology, Centre of Excellence (CEGeoGTech), University of Malaysia Perlis (UniMAP), Perlis, Malaysia
  • School of Housing, Building and Planning, University of Science Malaysia, Pulau Pinang, Malaysia
autor
  • Faculty of Civil Engineering, University of Technology Malaysia (UTM), Malaysia
  • Department of Physics, Faculty of Production Engineering and Materials Technology, Czestochowa University of Technology, Czestochowa, Poland
  • Department of Technology and Automation, Faculty of Mechanical Engineering and Computer Science, Czestochowa University of Technology, Czestochowa, Poland
Bibliografia
  • [1] M. Alwaeli, J. Gołaszewski, M. Niesler, J. Pizonì, and M. Gołaszewska, “Recycle option for metallurgical sludge waste as a partial replacement for natural sand in mortars containing CSA cement to save the environment and natural resources”, Journal of Hazardous Materials, vol. 398, 2020, doi: 10.1016/j.jhazmat.2020.123101.
  • [2] M. Ibrahim, M.K. Rahman, S.K. Najamuddin, et al., “Review on utilization of industrial by-products in the production of controlled low strength materials and factors influencing the properties”, Construction and Building Materials, vol. 325, art. no. 126704, 2022, doi: 10.1016/j.conbuildmat.2022.126704.
  • [3] N. Bheel, M.W.H. Ibrahim, A. Adesina, C. Kennedy, and I.A. Shar, “Mechanical performance of concrete incorporating wheat strawash as partial replacement of cement”, Journal of Building Pathology and Rehabilitation, vol. 6, no. 1, 2021, doi: 10.1007/s41024-020-00099-7
  • [4] M. A. Faris, M. M. A. B. Abdullah, R. Muniandy, M. F. A. Hashim, K. Błoch, B. Jeżÿ, S. Garus, P. Palutkiewicz, N. A. M. Mortar, and M. F. Ghazali, “Comparison of hook and straight steel fibers addition on malaysian fly ash-based geopolymer concrete on the slump, density, water absorption and mechanical properties”, Materials, vol. 14, no. 5, 2021, doi: 10.3390/ma14051310.
  • [5] S. Ghorbani, M. Mohammadi-Khatami, S. Ghorbani, et al., “Effect of magnetized water on the fresh, hardened and durability properties of mortar mixes with marble waste dust as partial replacement of cement”, Construction and Building Materials, vol. 267, art. no. 121049, 2021, doi: 10.1016/j.conbuildmat.2020.121049.
  • [6] H. Wang, X. Pan, and S. Zhang, “Spatial autocorrelation, influencing factors and temporal distribution of the construction and demolition waste disposal industry”, Waste Management, vol. 127, pp. 158-167, 2021, doi: 10.1016/j.wasman.2021.04.025.
  • [7] A. Ali and K.S. Ajit, “Construction and demolition waste generation and properties of recycled aggregate concrete: A Global perspective”, Journal of Cleaner Production, vol. 186, pp. 262-281, 2018, doi: 10.1016/j.jclepro.2018.03.085.
  • [8] R. Gopalakrishnan, V.M. Sounthararajan, A. Mohan, and M. Tholkapiyan, “The strength and durability of fly ash and quarry dust light weight foam concrete”, Materials Today: Proceedings, vol. 22, pp. 1117-1124, 2020, doi: 10.1016/j.matpr.2019.11.317.
  • [9] Z. He, A. Shen, H. Wu, W. Wang, L. Wang, C. Yao, and J. Wu, “Research progress on recycled clay brick waste as an alternative to cement for sustainable construction materials”, Construction and Building Materials, vol. 274, art. no. 122113, 2021, doi: 10.1016/j.conbuildmat.2020.122113.
  • [10] Z. Florkova, S. Sedivy, and J. Pastorkova, “The environmental impact of asphalt mixtures production for road infrastructure”, IOP Conf. Series: Materials Science and Engineering, vol. 1015, art. no. 012097, 2021, doi: 10.1088/1757-899X/1015/1/012097.
  • [11] S. Chaiyaput, P. Sertsoongnern, and J. Ayawanna, “Utilization of waste dust from asphalt concrete manufacturing as a sustainable subbase course material in pavement structures”, Sustainability, vol. 14, no. 16, art. no. 9804, 2022, doi: 10.3390/su14169804.
  • [12] H. Mallisa and G. Turuallo, “The maximum percentage of fly ash to replace part of original Portland cement (OPC) in producing high strength concrete”, AIP Conference Proceedings, vol. 1903, no. 1, 2017, doi: 10.1063/1.5011519.
  • [13] R. Abd Razak, Y. Qin Chin, M.M.A.B. Abdullah, et al., “Effect of Rice Straw Ash (RSA) as partially replacement of cement toward fire resistance of self-compacting concrete”, Archives of Civil Engineering, vol. 68, no. 1, pp. 353-363, 2022, doi: 10.24425/ace.2022.140172.
  • [14] D. Tavakoli, M. Hashempour, and A. Heidari, “Use of waste materials in concrete: A review”, Pertanika Journal of Science and Technology, vol. 26, no. 2, pp. 499-522, 2018.
  • [15] G. Zhang, C. Wu, D. Hou, J. Yang, D. Sun, and X. Zhang, “Effect of environmental pH values on phase composition and microstructure of Portland cement paste under sulfate attack”, Composites Part B: Engineering, vol. 216, art. no. 108862, 2021, doi: 10.1016/j.compositesb.2021.108862.
  • [16] E.E. Hafez, M.A.E.Abd Elmoaty, and M. Basma, “Effect of filler types on physical, mechanical and microstructure of self compacting concrete and flowable concrete”, Alexandria Engineering Journal, vol. 53, no. 2, pp. 295-307, 2014, doi: 10.1016/j.aej.2014.03.010.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-38dcb03a-7dad-4ee1-88f0-b307b4f50384
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