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Mechanical and environmental study of the valorization of waste tires in bituminous concrete applied in Tunisia

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Abstract

Given the increase of Tunisia's car fleet and the high utilization of tires, waste production has risen sharply, causing enormous economic and environmental problems in this country. Our research team is in the process of developing different axes of valorization of this waste tires crumbs from the perspective of the field of civil engineering. This work presents the first results of the valorization in the road surface by producing a bituminous concrete (BC) containing aggregates coming from waste tires (crumbs). This study is carried out using the aggregates of DJebel El Oust showing that the addition of the rubber crumb reduces the mechanical strength, and on the other hand, the compactness increases and the resistance to water is improved. An environmental study was conducted on the modified bituminous concrete mixed with waste tires crumbs. It is recommended that in order to reduce the environmental impacts, the modified bituminous concrete is best used on acid Tunisian soils located mainly in the extreme North West region of the country.

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References

  1. D. L. Presti, Recycled tyre rubber modified bitumens for road asphalt mixtures: A literature review, Constr. Buil. Mater. 49 (2013) 863–881

    Google Scholar 

  2. European tyre and rubber manufacturers, ETRMA statistics. (ETRMA, 2012), http://www.etrma.org/pdf/20101220%20Brochure%20ELT_2010_final%20version.pdf. Accessed 25 August 2019

    Google Scholar 

  3. European tyre and rubber manufacturers, ETRMA ELTs, End-of-Life Tyres. (ETRMA, 2011), http://www.etrma.org/uploads/Modules/Documentsmanager/brochure-elt-2011-final.pdf Accessed 25 December 2012

    Google Scholar 

  4. M. M. Rahman, Characterisation of dry process crumb rubber modified asphalt mixtures, (Doctoral Thesis), School of Civil Engineering, University of Nottingham, Nottingham, UK, 2004.

    Google Scholar 

  5. A. Ruiz, Mezclas con caucho de neumáticos. Curso de Mezclas Bituminosas: dosificación, fabricación, puesta en obra y control de calidad [Bituminous Mixes Course: dosing, manufacturing, commissioning and quality control], Barcelona, March 10, 2010.

    Google Scholar 

  6. State of California Department of Transportation, Asphalt rubber usage guide, Materials Engineering and Testing Services, Caltrans, Sacramento, CA, USA, September 30, 2006.

    Google Scholar 

  7. Y. Huang, R. N. Bird, O. Heidrich, A review of the use of recycled solid waste materials in asphalt pavements, Resour., Conservation Recycling 52 ++(1) (2007) 58–73.

    Google Scholar 

  8. S. N. Amirkhanian, Utilization of crumb rubber in asphaltic concrete mixtures. South Carolina's experience, Report draft, Department of Civil Engineering, Clemson University, SC, USA, 2001.

    Google Scholar 

  9. E. Updyke, I. Diaz, Rubberized asphalt concrete case studies, 2008 California pavement preservation conference, Newport Beach, CA, USA, 2008.

    Google Scholar 

  10. S. Shatnawi, Performance of asphalt rubber mixes in California, Inter. J. Pavement Eng. 2 ++(1) (2001) 1–16.

    Google Scholar 

  11. M. Tahmoressi, Evaluation of asphalt rubber pavements in Texas, Report prepared for Rubber Pavements Association. (PaveTex Engineering and Testing, Inc., 2001), http://www.asphaltrubber.org/ari/Performance/Texas_A-R_Review.pdf. Accessed 19 February 2020

    Google Scholar 

  12. B. Choubane, GA. Sholar, J.A. Musselman, G.C. Page, Long term performance evaluation of asphalt-rubber surface mixes. State of Florida Research Report FL/DOT/SMO/98-431. FL, USA, 1998.

    Google Scholar 

  13. Santucci L. Rubber roads: waste tires find a home, Pavement Technol. Update, Technol. Trans. Prog. 1 ++(2) (2009) 1–12.

    Google Scholar 

  14. Moreno, F., M. C. Rubio, and M. J. Martinez-Echevarria. Analysis of digestion time and the crumb rubber percentage in dry-process crumb rubber modified hot bituminous mixes, Constr. Build. Mater. 25 ++(5) (2011) 2323–2334.

    Google Scholar 

  15. Shen, Junan, and Serji Amirkhanian. The influence of crumb rubber modifier (CRM) microstructures on the high temperature properties of CRM binders, Inter. J. Pavement Eng. 6 ++(4) (2005) 265–271.

    Google Scholar 

  16. J. Shen, S. Amirkhanian, F. Xiao, B. Tang, Influence of surface area and size of crumb rubber on high temperature properties of crumb rubber modified binders, Constr. Build. Mater. 23 ++(1) (2009) 304–310.

    Google Scholar 

  17. S. Dantas, M. Farias, J. Pais, P. Pereira, J. Sousa, Influence of characteristics of crumb rubber and digestion time on the properties of asphalt rubber binders, Road Mater. Pavement Des. 10 (10 Suppl) (2005) 2–19.

    Google Scholar 

  18. T.M. Singleton, G.D. Airey, A.C. Collop, I. Widyatmoko, Residual bitumen characteristics following dry process rubber bitumen interaction, Proceedings of the asphalt rubber 200 conference, Vilamoura, Portugal, 2000, pp. 463–82.

    Google Scholar 

  19. G D. Airey, M. M. Rahman, A. C. Collop, Absorption of bitumen into crumb rubber using the basket drainage method, Inter. J. Pavement Eng. 4 ++(2) (2003) 105–119.

    Google Scholar 

  20. F. Pérez-Jiménez, R. M. Recasens, A. Martínez, C. M. Laínez, A. P. Dueñas, Evaluación de la cohesión de betunes modificados con polvo de neumáticos [Cohesion evaluation of modified bitumen with tire dust], Superior de Investigaciones Científicas, Spain, 2006.

    Google Scholar 

  21. M. M. Rahman, G. D. Airey, A. C. Collop, The mechanical properties of the dry process CRM asphalt mixtures following short-term and long-term ageing, Recycled materials in road and airfield pavements Workshop, Norway, 2005.

    Google Scholar 

  22. M. M. Rahman, G D. Airey, A. C. Collop, Moisture susceptibility of high and low compaction dry process crumb rubber modified asphalt mixtures, Transp. Res. Rec. 2180(1) (2010) 121–129.

    Google Scholar 

  23. F. A. Aisien, F. K. Hymore, R. O. Ebewele, Application of ground scrap tyre rubbers in asphalt concrete pavements, CSIR, Pretoria, South Africa, 2006.

    Google Scholar 

  24. I. Widyatmoko, R. Elliot, A review of the use of crumb rubber modified asphalt worldwide, Waste & Resources Action Programme (WRAP), UK, 2007.

    Google Scholar 

  25. R. Souza, Experiences with use of reclaimed rubber in asphalt within Europe, Rubber in Roads, Birmingham, UK, 2005.

    Google Scholar 

  26. S. Mavridou, N. Oikonomou, A. Kalofotias, Worldwide survey on best (and worse) practices concerning rubberised asphalt mixtures implementation (number of different cases, extent of application, EU-LIFE+ Environment Policy and Governance, ROADTIRE, D2.1.1; Thessaloniki, Greece, 2010.

    Google Scholar 

  27. G Hicks, D. Cheng, T. Teesdale, Assessment of Warm Mix technologies for use with Asphalt Rubber paving application, Transp. Res. Board 90th Annual Meeting, Washington DC, USA, 2011.

    Google Scholar 

  28. M. Antunes, F. Baptista, M.I. Eusébio, M.S. Costa, C. V. Miranda, Characterisation of asphalt rubber mixtures for pavement rehabilitation projects in Portugal, Asphatl Rubber 2000, Faro, Portugal, 2000.

    Google Scholar 

  29. J. Gallego, MA. Del Val, R. Tomas, Spanish experience with asphalt pavements modified with tire rubber, Asphalt Rubber 2000, Faro, Portugal, 2000.

    Google Scholar 

  30. FA. Santagata, F. Canestrari, E. Pasquini, Mechanical characterisation of asphalt rubber - wet process, 4th International SIIV Congress, Palermo, Italy, 2007.

  31. O. Dasek, J. Kudrna, J. Kachtik, K. Spies, Asphalt rubber in Czech Republic, Asphatl rubber 2012, Munich, Germany, 2012.

    Google Scholar 

  32. T. Nordgren, A. Tykesson, dense graded asphalt rubber in cold climate conditions, Asphalt Rubber 2012, Munich, Germany, 2012.

    Google Scholar 

  33. G. O. Young, Synthetic structure of industrial plastics (Book style with paper title and editor), in Plastics. 2nd ed. vol. 3, J. Peters, Ed. McGraw-Hill, NY, USA, 1964, p. 15–64.

    Google Scholar 

  34. Michelin, Michelin, Le pneu et l'environnement, Revue RGRA (revue générale des routes et aérodromes) [The tire and the environment, Revue RGRA (general review of roads and aerodromes)], Special issue 1, 1999, pp 90–93.

    Google Scholar 

  35. A. Chettah, Comportement vibroacoustique des structures élaborées à partir de poudrettes de pneus recyclés [Vibroacoustic behavior of structures made from recycled tire dust], Central School of Lyon / University of Reims, France, 2008.

    Google Scholar 

  36. C. Albano,, N Camacho,, J. Reyes,, J. L. Feliu,, M. Hernández, Influence of scrap rubber addition to Portland I concrete composites: destructive and non-destructive testing, Compos. Struct. 71(3-4) (2005) 439–446.

    Google Scholar 

  37. H. T. T. Nguyen, T. N. Tran, Effects of crumb rubber content and curing time on the properties of asphalt concrete and stone mastic asphalt using dry process, Inter. J. Pavement Res. Technol. 11 ++(3) (2018) 236–244.

    Google Scholar 

  38. F. Hernández-Olivares, B. Witoszek-Schultz, M. Alonso-Fernández, C. Benito-Moro, Rubber-modified hot-mix asphalt pavement by dry process., Inter. J. Pavement Eng. 10 ++(4) (2009) 277–288.

    Google Scholar 

  39. G. Rinck, D. Napier, D. Null, Exposure of Paving Workers to Asphalt Emissions (when using Asphalt-Rubber Mixes), Asphalt Rubber Producers Group, Phoenix, AZ USA, 1991.

    Google Scholar 

  40. S. Haddadi, N. Laradi, E. Ghorbel, Fluage des bétons bitumineux: Influence de la classe du bitume et des polymères [ Creep of bituminous concretes: Influence of the class of bitumen and polymers], Europ. J. Environ. Civ. Eng. 12 (3) (2008). https://doi.org/10.1080/19648189.2008.9693011

    Google Scholar 

  41. Mehdi OuldHenia, liants au bitume caoutchouc: une technologie innovante vieille de 40 ans [rubber bitumen binders: an innovative 40-year-old technology], LAVOC Technical Day-Recyclage et développement durable, Lausanne, Switzerland, 2004.

    Google Scholar 

  42. The Institut National de la Normalisation et de la Propriété Industrielle, Analyse granulométrique par tamisage. Norme [Particle size analysis by sieving]. NT 21.192-1. INNORPI, Tunis, Tunisia, 2016.

    Google Scholar 

  43. The Institut National de la Normalisation et de la Propriété Industrielle, Essais de détermination de la forme des granulats - Coefficient d'aplatissement. NT 21.192-4. INNORPI, Tunis, Tunisia, 2010.

    Google Scholar 

  44. The Institut National de la Normalisation et de la Propriété Industrielle, Essais pour déterminer les caractéristiques mécaniques et physiques des granulats - Partie 6: détermination de la masse volumique réelle et du coefficient d'absorption d'eau [Tests to determine the mechanical characteristics and physical aggregates - Part 6: determination of actual density and coefficient water absorption]. NT 21.193-6. INNORPI, Tunis, Tunisia, 2016.

    Google Scholar 

  45. The Institut National de la Normalisation et de la Propriété Industrielle, Essais pour déterminer les caractéristiques mécaniques et physiques des granulats - Partie 3: méthode pour la détermination de la masse volumique en vrac et de la porosité intergranulaire [Tests to determine the mechanical characteristics and physical aggregates -Part 3: method for the determination of bulk density and of the mtergranular porosity]. NT21.193-3. INNORPI, Tunis, Tunisia, 2002.

    Google Scholar 

  46. The Institut National de la Normalisation et de la Propriété Industrielle, Essais pour déterminer les caractéristiques géométriques des granulats - Partie 8: évaluation des fines - Équivalent de sable [Tests to determine the geometric characteristics of aggregates - Part 8: evaluation of fines -Sand equivalent]. NT 21.192-8. INNORPI, Tunis, Tunisia, 2016.

    Google Scholar 

  47. The Institut National de la Normalisation et de la Propriété Industrielle, INNORPI (Normes Tunisiennes) - Essais pour déterminer les caractéristiques mécaniques et physiques des granulats - Partie 2: méthodes pour la détermination de la résistance à la fragmentation Norme [Tests to determine the mechanical characteristics and physical aggregates - Part 2: methods for the determination of resistance to fragmentation]. NT 21.193-2. INNORPI, Tunis, Tunisia, 2011.

    Google Scholar 

  48. The Institut National de la Normalisation et de la Propriété Industrielle, INNORPI (Normes Tunisiennes) - Essais pour déterminer les caractéristiques mécaniques et physiques des granulats - Partie 1: détermination de la résistance à l'usure (micro-Deval) [Tests to determine the mechanical characteristics and physical aggregates - Part 1: determination of wear resistance (micro-Deval)]. Standard. NT 21.193-1. INNORPI, Tunis, Tunisia, 2011.

    Google Scholar 

  49. O. S. Nikoua, Comportement rhéologique et propriétés cohésives et adhésives des liants bitumineux [Rheological behavior and cohesive and adhesive properties of binders bituminous], Department of Chemical Engineering; Faculty of Science and Engineering, LAVAL University, Canada, 1998.

    Google Scholar 

  50. M. Merbouh, Contribution à la modélisation du comportement rhéologique des enrobés bitumineux: influence des conditions extrêmes de température et de trafic en fatigue [Contribution to the modeling of the rheological behavior of bituminous mixes: influence of extreme temperature and traffic conditions in fatigue], (Doctoral dissertation), Bordeaux, France, 2010.

    Google Scholar 

  51. Association Française de Normalisation, Essai DURIEZ sur mélanges hydrocarbonés à chaud - Essais relatifs aux chaussées, Essais statiques sur mélanges hydrocarbonés [DURIEZ test on hot hydrocarbon mixtures - Pavement tests, Static tests on hydrocarbon mixtures]. NF P 98-251-1, Part 1. AFNOR, France, 2002.

    Google Scholar 

  52. Association Française de Normalisation, AFNOR, Essai Marshall sur mélanges hydrocarbonés à chaud, Essais relatifs aux chaussées, Essais statiques sur mélanges hydrocarbonés [Marshall test on hot hydrocarbon mixtures, Pavement tests, Static tests on hydrocarbon mixtures]. NF P 98-251-2, Part 1, AFNOR, France, 2002.

    Google Scholar 

  53. Association Française de Normalisation, Détermination de la conductivité électrique. NF EN 27888. AFNOR, France, 1994.

    Google Scholar 

  54. Association Française de Normalisation, AFNOR Dosage des matières en suspension - Méthode par filtration sur filtre en fibres de verre [AFNOR Determination of suspended solids - Method by filtration on a glass fiber filter]. Standard NF EN 872. AFNOR, France, 1996.

    Google Scholar 

  55. Association Française de Normalisation, Détermination de la demande biochimique en oxygène après n jours (DBOn) [AFNOR Determination of biochemical oxygen demand after n days (BOD)]. Standard NF EN 872. AFNOR, France, 1998.

    Google Scholar 

  56. Association Française de Normalisation, Détermination de la demande chimique en oxygène [Determination of chemical oxygen demand]. Standard NFT 90–101. AFNOR, France, 2001.

    Google Scholar 

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Correspondence to Lassaâd Ajam.

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Ajam, L., Belgaied, M. & Jomaa, S. Mechanical and environmental study of the valorization of waste tires in bituminous concrete applied in Tunisia. Int. J. Pavement Res. Technol. 13, 313–323 (2020). https://doi.org/10.1007/s42947-020-0031-2

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