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Influence of addition of shredded rubber waste on deformability of binder-bound anthropogenic material mixtures

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Warianty tytułu
PL
Wpływ dodatku rozdrobnionych odpadów gumowych na odkształcalność mieszanek materiałów antropogenicznych związanych spoiwem
Języki publikacji
EN
Abstrakty
EN
Construction is one of the industrial sectors responsible for the use of large quantities of natural raw materials. This fact makes it necessary to look for new technologies of producing construction materials based as much as possible on waste materials. Such a solution could have positive effects on the environment and reduce construction costs. This paper presents the results of a study on the deformability of a mix made from anthropogenic waste combined with a hydraulic binder. The presented mixes consist of unburnt coal mining slates (mine waste), shredded rubber waste, silica fly ash and CEM I 42.5 R cement. Samples with two different contents of shredded rubber waste 0% and 10% were made from the mixtures and subjected to destructive compressive strength testing. The strength test was combined with sample deformation measurement performed with the Aramis 3D Video Correlation System. The results presented show the effect of the shredded rubber waste content on the deformability of the sample.
PL
Budownictwo jest jednym z sektorów przemysłu odpowiedzialnym za wykorzystanie znacznych ilości surowców naturalnych. Fakt ten sprawia, iż należałoby szukać nowych technologii wytwarzania materiałów budowlanych bazując w jak największym stopniu na materiałach odpadowych. Takie rozwiązanie niesie ze sobą pozytywne skutki dla środowiska naturalnego oraz wpływa na obniżenie kosztów budowy. W pracy przedstawiono wyniki badań odkształcalności mieszanki wykonanej z odpadów antropogenicznych połączonych spoiwem hydraulicznym. Poddane badaniom mieszanki składają się z łupków przywęglowych nieprzepalonych (odpady kopalniane), rozdrobnionych odpadów gumowych, popiołu lotnego krzemionkowego oraz cementu CEM I 42,5 R. Z mieszanek wybrano próbki o zawartości rozdrobnionych odpadów gumowych 0% i 10% oraz poddano je niszczącemu badaniu wytrzymałości na ściskanie. Badania wytrzymałościowe były połączone z pomiarami deformacji próbki wykonanymi za pomocą systemu korelacji obrazu Aramis 3D. Wyniki badań pokazują wpływ zawartości rozdrobnionych odpadów gumowych na odkształcalność mieszanek.
Rocznik
Strony
207--223
Opis fizyczny
Bibliogr. 36 poz., il., tab.
Twórcy
  • Silesian University of Technology, Faculty of Civil Engineering, Gliwice, Poland
  • Silesian University of Technology, Faculty of Civil Engineering, Gliwice, Poland
  • Silesian University of Technology, Faculty of Civil Engineering, Gliwice, Poland
Bibliografia
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  • [4] K. Skarżyńska, “Post-coal waste and its use in civil engineering”, Publisher of Agriculture Academy, Cracow, 1997.
  • [5] Ł. Gawor, “Coal mining waste dumps as secondary deposits - examples from the Upper Silesian coal basin and the Lublin coal basin”, Geology, Geophysics and Environment, vol. 40, no. 3, pp. 285-289, 2014, DOI: 10.7494/geol.2014.40.3.285.
  • [6] J. Woodrow Halstead et al., “Final report: Potential for utilizing industrial wastes and by-products in construction of transportation facilities in Virginia”, Virginia Highway and Transportation Research Council in Cooperation with the U.S. Department of Transportation Federal Highway Administration, Charlottesville, Virginia, VHTRC 80-R15, October 1979.
  • [7] J. Pieczyrak, “Characteristics and engineering usage of waste from coal mining”, ACEE - Architecture, Civil Engineering, Environment, the Silesian University of Technology, vol. 1, pp. 77-84, 2010.
  • [8] B. Kawalec, “Mining Waste as a Building Soil”, Przegląd Budowlany, vol. 11, pp. 594-601, 1974.
  • [9] J. Pieczyrak, “Rheological Properties of Burned Mining Waste”, Ph.D. Thesis, Silesian University of Technology, Gliwice 1976.
  • [10] M.K. Blajer et al., “The preliminary research of the physico-mechanical properties of aggregates based on the colliery shale, supplemented by fly ash”, Archives of Mining Sciences, vol. 64, no. 1, pp. 21-34, 2019, DOI: 10.24425/ams.2018.124992.
  • [11] J. Szczepańska-Plewa, S. Stefaniak, and I. Twardowska, “Coal mining waste management and its impact on the groundwater chemical status exemplified in the Upper Silesia coal basin (Poland)”, Biuletyn Państwowego Instytutu Geologicznego, vol. 441, pp. 157-166, 2019.
  • [12] L. Haibin and L. Zhenling, “Recycling utilization of coal mining waste in China, Resources Conservation and Recycling”, vol. 54, pp. 1331-1340, 2019, DOI: 10.1016/j.resconrec.2010.05.005.
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  • [14] M. Kopacz, “Evaluation of the waste rock management costs as a function of the level of coal yield on the example of the coal mine”, Mineral Resources Management, vol. 31, no. 3, pp. 121-144, 2015.
  • [15] K. Walotek, “Influence analysis of application of recycled tyre rubber-fly ash-cement binders for stabilization of coal mining slate”, in Monograph: Current issues in Construction. PhD students research, eds. K. Knapik-Jajkiewicz and K. Gromysz, Publisher of the Silesian University of Technology, Gliwice, pp. 351-360, 2018.
  • [16] A. Ciołczyk and K. Walotek, “The influence of the use of recycled tyre rubber on the physical and mechanical parameters of waste mixtures with the hydraulic binder. Reinforcement, sealing and anchoring of rock massif and building structures 2019”, The Proceedings of the 24th International Seminar, Vysoka Skola Banska-Technicka Univerzita Ostrava, pp. 8-15, 2019.
  • [17] K. Walotek, “Influence analysis of application of recycled tyre rubber on results of cyclic loading tests made on mixtures with hydraulic binders”, in Monograph: Current issues in Civil Engineering. PhD students research, eds. K. Knapik-Jajkiewicz & K. Gromysz, Publisher of the Silesian University of Technology, Gliwice, pp. 397-404, 2019.
  • [18] A. Ciołczyk and K. Walotek, “Laboratory tests of waste mixtures consisting recycled tyre rubber and coal-mining wastes”, Trans. VSB - Tech. Univ. Ostrava, Civil Engineering Series, vol. 19, no. 1, pp. 49-54, 2019.
  • [19] K. Walotek, “Laboratory tests of bound mixtures containing recycled tyre rubber - research review”, in Monograph: Contemporary Issues of Civil Engineering. PhD students research, eds. I. Pokorska-Silva and K. Gromysz, Publisher of the Silesian University of Technology, Gliwice, pp. 149-156, 2020.
  • [20] P. Bajurko and P. Dobrzański, “Experimental verification of numerical calculations with the use of Digital Image Correlation”, Transactions of the Institute of Aviation, Warsaw, vol. 2, no. 251, pp. 7-21, 2018, DOI: 10.2478/tar- 2018-0011.
  • [21] B. Turoń et al., “DIC in validation of boundary conditions of numerical model of reinforced concrete beams under torsion”, Archives of Civil Engineering, vol. 84, no. 4, 2018, DOI: 10.2478/acc-2018-0061.
  • [22] H.C. Biscaia, N. Franco, and C. Chastre, “Development of a simple bond-slip model for joints monitored with the DIC technique”, Archives of Civil Engineering, vol. 14, no. 1, pp. 1535-1546, 2018, https://www.elsevier.com/locate/acme, DOI: 10.1016/j.acme.2018.06.009.
  • [23] G. Kokot et al., “Digital Image Correlation and nanoindentation in evaluation of material parameters of cancellous bone microstructure”, Archives of Materials Science and Engineering, vol. 83, no. 1, pp. 10-16, 2017.
  • [24] D. Lo Presti, “Recycled tyre rubber modified bitumens for road asphalt mixtures: a literature review”, Construction and Building Materials, vol. 49, p. 863-881, 2013, DOI: 10.1016/j.conbuildmat.2013.09.007.
  • [25] G. Venkatappa Rao and R.K. Dutta, “Utilization of shredded tyres in highway engineering”, Conference paper, pp. 169-180, 2001.
  • [26] N. Oikonomou and S. Mavridou, “The use of waste tyre rubber in civil engineering works, Chapter: Sustainability of construction materials”, 2009.
  • [27] T.B. Edil and P.J. Bosscher, “Engineering properties of tire chips and soil mixtures”, Geotechnical Testing Journal, vol. 17, no. 4, pp. 453-464, 1994.
  • [28] T.B. Edil, “A review of mechanical and chemical properties of shredded tires and soil mixtures”, in Geotechnical Special Publication, no. 127, eds. A.H. Aydilek and J. Wartman, Recycled Materials in Geotechnics, ASCE, Reston, VA, USA, pp. 1-21, 2004.
  • [29] J.L. Jr. Fernandes et al., “Laboratory evaluation of dense asphalt mixtures modified with addition of rubber”, in the 3rd International Conference on Bituminous Mixtures and Pavements, J&A Publishers, Thessaloniki, Greece, 2002.
  • [30] E.A. Hunt, “Crumb rubber modified asphalt concrete in Oregon”, Oregon Department of Transportation, OR, USA, 2002.
  • [31] H.A. Khalid and I. Artamendi, “Exploratory study to evaluate the properties of rubberized asphalt modified using the wet and dry processes”, in the 3rd International Conference on Bituminous Mixtures and Pavements, J&A Publishers, Thessaloniki, Greece, pp. 15-25, 2002.
  • [32] A.R. Khaloo, M. Dehestani, and P. Rahmatabadi, “Mechanical properties of concrete containing a high volume of tire-rubber particles”, Waste Management, available online 26 March 2008.
  • [33] Z.K. Khatib and F.M. Bayomy, “Rubberized Portland cement concrete”, ASCE Journal of Materials in Civil Engineering, vol. 11, no. 3, pp. 206-213, 1999.
  • [34] G. Li et al., “Development of waste tire modified concrete”, Cement and Concrete Research, vol. 34, pp. 2283-2289, 2004.
  • [35] C.E. Pierce and R.J. Williams, “Scrap tire rubber modified concrete: Past, present and future”, Proc. of the International Conference Organized by the Concrete and Masonry Research Group, Kingston University-London, eds. M.C. Limbachiya and J.J. Roberts, Sustainable Waste Management and Recycling: Used-Post-Consumer Tyres, Thomas Telford, pp. 1-16, 2004.
  • [36] PN-S-96012:1997, Roads - the base and the improved substrate made of soil stabilized with cement, Polish Committee for Standardization.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-91904b98-43d8-4305-ba65-54b6103d6d8e
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