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Application of polymer, silica-fume and crushed rubber in the production of Pervious concrete

  • Li, Diyuan (School of Resources and Safety Engineering, Central South University) ;
  • Toghroli, Ali (Department of Civil Engineering, South Tehran Branch, Islamic Azad University) ;
  • Shariati, Mahdi (Faculty of Civil Engineering, University of Tabriz) ;
  • Sajedi, Fathollah (Department of Civil Engineering, Ahvaz Branch, Islamic Azad University) ;
  • Bui, Dieu Tien (Geographic Information Science Research Group, Ton Duc Thang University) ;
  • Kianmehr, Peiman (Department of Civil Engineering, American University in Dubai) ;
  • Mohamad, Edy Tonnizam (Centre of Tropical Geoengineering (GEOTROPIK), Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Khorami, Majid (Universidad UTE, Facultad de Arquitectura y Urbanismo, Calle Rumipamba s/n y Bourgeois)
  • Received : 2018.08.29
  • Accepted : 2018.11.07
  • Published : 2019.02.25
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Abstract

Achieving a pervious concrete (PC) with appropriate physical and mechanical properties used in pavement have been strongly investigated through the use of different materials specifically from the global waste materials of the populated areas. Discarded tires and the rubber tire particles have been currently manufactured as the recycled waste materials. In the current study, the combination of polymer, silica fume and rubber aggregates from rubber tire particles have been used to obtain an optimized PC resulting that the PC with silica fume, polymer and rubber aggregate replacement to mineral aggregate has greater compressive and flexural strength. The related flexural and compressive strength of the produced PC has been increased 31% and 18% compared to the mineral PC concrete, also, the impact resistance has been progressed 8% compared to the mineral aggregate PC and the permeability with Open Graded Fraction Course standard (OGFC). While the manufactured PC has significantly reduced the elasticity modulus of usual pervious concrete, the impact resistance has been remarkably improved.

Keywords

References

  1. Abrham, K.S. (2009), "the use of recycled rubber tires as a partial replacement for coarse aggregates in concrete construction".
  2. Al-Tayeb, M.M., et al. (2013), "Experimental and numerical investigations of the influence of reducing cement by adding waste powder rubber on the impact behavior of concrete", Comput. Concrete, 11(1), 63-73. https://doi.org/10.12989/cac.2013.11.1.063
  3. Alvarez, A.E., et al. (2011), "A review of mix design and evaluation research for permeable friction course mixtures", Constr. Build. Mater., 25(3), 1159-1166. https://doi.org/10.1016/j.conbuildmat.2010.09.038
  4. Arabnejad Khanouki, M.M., et al. (2010), "Investigation of seismic behaviour of composite structures with concrete filled square steel tubular (CFSST) column by push-over and timehistory analyses", Proceedings of the 4th International Conference on Steel & Composite Structures, 21 - 23 July, 2010, Sydney, Australia.
  5. Ashour, A.F. and Kara, I.F. (2014), "Size effect on shear strength of FRP reinforced concrete beams", Compos. Part B: Eng., 60, 612-620. https://doi.org/10.1016/j.compositesb.2013.12.002
  6. Benaicha, M., et al. (2015), "Influence of silica fume and viscosity modifying agent on the mechanical and rheological behavior of self compacting concrete", Constr. Build. Mater., 84, 103-110. https://doi.org/10.1016/j.conbuildmat.2015.03.061
  7. Benazzouk, A., et al. (2003), "Effect of rubber aggregates on the physico-mechanical behaviour of cement-rubber compositesinfluence of the alveolar texture of rubber aggregates", Cement Concrete Compos., 25(7), 711-720. https://doi.org/10.1016/S0958-9465(02)00067-7
  8. Chu T.H.V., et al. (2016), "Shear resistance behaviors of a newly puzzle shape of crestbond rib shear connector: An experimental study", Steel Compos. Struct., 21(5), 1157-1182. https://doi.org/10.12989/scs.2016.21.5.1157
  9. Emiroglu, M., et al. (2015), "A study on dynamic modulus of selfconsolidating rubberized concrete", Comput. Concrete, 15(5), 795-805. https://doi.org/10.12989/cac.2015.15.5.795
  10. Farhan, A.H., et al. (2016), "Effect of cementation level on performance of rubberized cement-stabilized aggregate mixtures", Mater. Des., 97, 98-107. https://doi.org/10.1016/j.matdes.2016.02.059
  11. Gerharz, B. (1999), "Pavements on the base of polymer-modified drainage concrete", Colloids and Surfaces A: Physicochemical and engineering aspects, 152(1), 205-209. https://doi.org/10.1016/S0927-7757(98)00831-0
  12. Guneyisi, E., et al. (2014), "Experimental investigation on durability performance of rubberized concrete", Adv. Concrete Constr., 2(3), 187-201.
  13. Hamidian, M., et al. (2011), "Assessment of high strength and light weight aggregate concrete properties using ultrasonic pulse velocity technique", Int. J. Phys. Sci., 6(22), 5261-5266.
  14. Hernandez-Olivares, F., et al. (2007), "Fatigue behaviour of recycled tyre rubber-filled concrete and its implications in the design of rigid pavements", Constr. Build. Mater., 21(10), 1918-1927. https://doi.org/10.1016/j.conbuildmat.2006.06.030
  15. Hoff, G.C. (1972), "Porosity-strength considerations for cellular concrete", Cement Concrete Res., 2(1), 91-100. https://doi.org/10.1016/0008-8846(72)90026-9
  16. Hosseinpour, E., et al. (2018), "Direct shear behavior of concrete filled hollow steel tube shear connector for slim-floor steel beams", Steel Compos. Struct., 26(4), 485-499. https://doi.org/10.12989/SCS.2018.26.4.485
  17. Huang, B., et al. (2010), "Laboratory evaluation of permeability and strength of polymer-modified pervious concrete", Constr. Build. Mater., 24(5), 818-823. https://doi.org/10.1016/j.conbuildmat.2009.10.025
  18. Ji, X., et al. (2017), "Anchorage properties at the interface between soil and roots with branches", J. Forest. Res., 28(1), 83-93. https://doi.org/10.1007/s11676-016-0294-2
  19. Kearsley, E. and Wainwright, P. (2002), "The effect of porosity on the strength of foamed concrete", Cement Concrete Res., 32(2), 233-239. https://doi.org/10.1016/S0008-8846(01)00665-2
  20. Keyvanfar, A., et al. (2014), "Application of a grounded group decision-making (GGDM) model: a case of micro-organism optimal inoculation method in biological self-healing concrete", Desalination and Water Treatment, 52(19-21), 3594-3599. https://doi.org/10.1080/19443994.2013.854107
  21. Khanouki, M.M.A., et al. (2016), "Investigation of through beam connection to concrete filled circular steel tube (CFCST) column", J. Constr. Steel Res., 121, 144-162. https://doi.org/10.1016/j.jcsr.2016.01.002
  22. Khatib, Z.K. and Bayomy, F.M. (1999), "Rubberized Portland cement concrete", J. Mater. Civil Eng., 11(3), 206-213. https://doi.org/10.1061/(ASCE)0899-1561(1999)11:3(206)
  23. Khorramian, K., et al. (2017), "Numerical analysis of tilted angle shear connectors in steel-concrete composite systems", Steel Compos. Struct., 23(1), 67-85. https://doi.org/10.12989/scs.2017.23.1.067
  24. Khorramian, K., et al. (2015), "Behavior of tilted angle shear connectors", PLoS ONE, 10(12), 1-11.
  25. Kim, J.R. (2001), "Characteristics of crumb rubber modified (CRM) asphalt concrete", KSCE J. Civil Eng., 5(2), 157-164. https://doi.org/10.1007/BF02829071
  26. Lian, C., et al. (2011), "The relationship between porosity and strength for porous concrete", Constr. Build. Mater., 25(11), 4294-4298. https://doi.org/10.1016/j.conbuildmat.2011.05.005
  27. Mindess, S., et al. (2003), Concrete 2nd Editio, Upper Saddle River, NJ: Pearson Education, Inc.
  28. Moayedi, H., et al. (2012), "Stabilization of organic soil using sodium silicate system grout", Int. J. Phys. Sci., 7(9), 1395-1402.
  29. Mohammadhassani, M., et al. (2014a), "An experimental study on the failure modes of high strength concrete beams with particular references to variation of the tensile reinforcement ratio", Eng. Fail. Anal., 41, 73-80. https://doi.org/10.1016/j.engfailanal.2013.08.014
  30. Mohammadhassani, M., et al. (2013), "Identification of a suitable ANN architecture in predicting strain in tie section of concrete deep beams", Struct. Eng. Mech., 46(6), 853-868. https://doi.org/10.12989/sem.2013.46.6.853
  31. Mohammadhassani, M., et al. (2014b), "An evolutionary fuzzy modelling approach and comparison of different methods for shear strength prediction of high-strength concrete beams without stirrups", Smart Struct. Syst., 14(5), 785-809. https://doi.org/10.12989/sss.2014.14.5.785
  32. Mohammadhassani, M., et al. (2015), "Fuzzy modelling approach for shear strength prediction of RC deep beams", Smart Struct. Syst.,16(3), 497-519. https://doi.org/10.12989/sss.2015.16.3.497
  33. Muhammad, B., et al. (2012), "Influence of non-hydrocarbon substances on the compressive strength of natural rubber latexmodified concrete", Constr. Build. Mater., 27(1), 241-246. https://doi.org/10.1016/j.conbuildmat.2011.07.054
  34. Mui, E.L., et al. (2010), "Tyre char preparation from waste tyre rubber for dye removal from effluents", J. Hazard. Mater., 175(1), 151-158. https://doi.org/10.1016/j.jhazmat.2009.09.142
  35. Padhi, S. and Panda, K. (2016), "Fresh and hardened properties of rubberized concrete using fine rubber and silpozz", Adv. Concrete Constr., 4(1), 49-69. https://doi.org/10.12989/acc.2016.4.1.049
  36. Paje, S., et al. (2010), "Acoustic field evaluation of asphalt mixtures with crumb rubber", Appl. Acoust., 71(6), 578-582. https://doi.org/10.1016/j.apacoust.2009.12.003
  37. Paknahad, M., et al. (2018), "Shear capacity equation for channel shear connectors in steel-concrete composite beams", Steel Compos. Struct., 28(4), 483-494. https://doi.org/10.12989/SCS.2018.28.4.483
  38. Pelisser, F., et al. (2011), "Concrete made with recycled tire rubber: effect of alkaline activation and silica fume addition", J. Cleaner Production, 19(6), 757-763. https://doi.org/10.1016/j.jclepro.2010.11.014
  39. Safa, M., et al. (2016a), "Potential of adaptive neuro fuzzy inference system for evaluating the factors affecting steelconcrete composite beam's shear strength", Steel Compos. Struct., 21(3), 679-688. https://doi.org/10.12989/scs.2016.21.3.679
  40. Safa, M., et al. (2016b), "Potential of adaptive neuro fuzzy inference system for evaluating the factors affecting steelconcrete composite beam's shear strength", Steel Compos. Struct., 21(3), 679-688. https://doi.org/10.12989/scs.2016.21.3.679
  41. Sajedi, F. (2012), "Effect of curing regime and temperature on the compressive strength of cement-slag mortars", Constr. Build. Mater., 36, 549-556. https://doi.org/10.1016/j.conbuildmat.2012.06.036
  42. Sata, V., et al. (2016), "Properties of pervious concrete containing high-calcium fly ash", Comput. Concrete, 17(3), 337-351. https://doi.org/10.12989/cac.2016.17.3.337
  43. Shahabi, S., et al. (2016), "Numerical analysis of channel connectors under fire and a comparison of performance with different types of shear connectors subjected to fire", Steel Compos. Struct., 20(3), 651-669. https://doi.org/10.12989/scs.2016.20.3.651
  44. Shariat, M., et al. (2018), "Computational Lagrangian Multiplier Method using optimization and sensitivity analysis of rectangular reinforced concrete beams", Steel Compos. Struct., 29(2), 243-256. https://doi.org/10.12989/scs.2018.29.2.243
  45. Shariati, A. (2014), Behaviour of C-shaped Angle Shear Connectors in High Strength Concrete. M.SC, Jabatan Kejuruteraan Awam, Fakulti Kejuruteraan, Universiti Malaya.
  46. Shariati, A., et al. (2012a), "Investigation of channel shear connectors for composite concrete and steel T-beam", Int. J. Phys. Sci., 7(11), 1828-1831.
  47. Shariati, A., et al. (2014a), "Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Constr. Build. Mater., 52, 276-283. https://doi.org/10.1016/j.conbuildmat.2013.11.036
  48. Shariati, M. (2013), Behaviour of C-shaped shear connectors in steel concrete composite beams, PhD Thesis, Faculty of engineering University of Malaya, Kuala Lumpur, Malaysia.
  49. Shariati, M., et al. (2012b), "Fatigue energy dissipation and failure analysis of channel shear connector embedded in the lightweight aggregate concrete in composite bridge girders", Proceedings of the 5th International Conference on Engineering Failure Analysis, 1-4 July 2012, Hilton Hotel, The Hague, The Netherlands.
  50. Shariati, M., et al. (2010), "Experimental and analytical study on channel shear connectors in light weight aggregate concrete", Proceedings of the 4th International Conference on Steel & Composite Structures, 21 - 23 July, 2010, Sydney, Australia.
  51. Shariati, M., et al. (2012c), "Experimental assessment of channel shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Mater. Des., 34, 325-331. https://doi.org/10.1016/j.matdes.2011.08.008
  52. Shariati, M., et al. (2011a), "Shear resistance of channel shear connectors in plain, reinforced and lightweight concrete", Scientific Res. Essays, 6(4), 977-983.
  53. Shariati, M., et al. (2011b), "Assessing the strength of reinforced concrete structures through Ultrasonic Pulse Velocity and Schmidt Rebound Hammer tests", Scientific Res. Essays, 6(1), 213-220.
  54. Shariati, M., et al. (2011c), "Experimental and numerical investigations of channel shear connectors in high strength concrete", Proceedings of the 2011 World Congress on Advances in Structural Engineering and Mechanics (ASEM'11+), Seoul, South Korea.
  55. Shariati, M., et al. (2015), "Behavior of V-shaped angle shear connectors: experimental and parametric study", Mater. Struct., 1-18.
  56. Shariati, M., et al. (2016), "Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study", Constr. Build. Mater., 120, 382-392. https://doi.org/10.1016/j.conbuildmat.2016.05.102
  57. Shariati, M., et al. (2011d), "Behavior of channel shear connectors in normal and light weight aggregate concrete (Experimental and Analytical Study) ", Adv. Mater. Res., 168, 2303-2307. https://doi.org/10.4028/www.scientific.net/AMR.168-170.2303
  58. Shariati, M., et al. (2014b), "Fatigue energy dissipation and failure analysis of angle shear connectors embedded in high strength concrete", Eng. Fail. Anal., 41: 124-134. https://doi.org/10.1016/j.engfailanal.2014.02.017
  59. Shen, W., et al. (2013), "Investigation on polymer-rubber aggregate modified porous concrete", Constr. Build. Mater., 38, 667-674. https://doi.org/10.1016/j.conbuildmat.2012.09.006
  60. Sinaei, H., et al. (2011), "Numerical investigation on exterior reinforced concrete Beam-Column joint strengthened by composite fiber reinforced polymer (CFRP)", Int. J. Phys. Sci., 6(28), 6572-6579.
  61. Sinaei, H., et al. (2012), "Evaluation of reinforced concrete beam behaviour using finite element analysis by ABAQUS", Scientific Res. Essays, 7(21), 2002-2009.
  62. Soltani, M., et al. (2015), "Analysis of fatigue properties of unmodified and polyethylene terephthalate modified asphalt mixtures using response surface methodology", Eng. Fail. Anal., 58, 238-248. https://doi.org/10.1016/j.engfailanal.2015.09.005
  63. Toghroli, A., et al. (2017), "Investigation on composite polymer and silica fume-rubber aggregate pervious concrete", Proceedings of the 5th International Conference on Advances in Civil, Structural and Mechanical Engineering - CSM 2017, Zurich, Switzerland.
  64. Toghroli, A., et al. (2018), "A review on pavement porous concrete using recycled waste materials", Smart Struct. Syst., 22(4), 433-440. https://doi.org/10.12989/sss.2018.22.4.433
  65. Toghroli, A., et al. (2016), "Potential of soft computing approach for evaluating the factors affecting the capacity of steel-concrete composite beam", J. Intel. Manufact., 1-9.
  66. Topcu, I.B. (1995), "The properties of rubberized concretes", Cement Concrete Res., 25(2), 304-310. https://doi.org/10.1016/0008-8846(95)00014-3
  67. Toutanji, H. A. (1996), "The use of rubber tire particles in concrete to replace mineral aggregates", Cement Concrete Compos., 18(2), 135-139. https://doi.org/10.1016/0958-9465(95)00010-0
  68. Turatsinze, A., et al. (2005), "Mechanical characterisation of cement-based mortar incorporating rubber aggregates from recycled worn tyres", Build. Environ., 40(2), 221-226. https://doi.org/10.1016/j.buildenv.2004.05.012
  69. Vakili, A., et al. (2013), "Effects of using pozzolan and portland cement in the treatment of dispersive clay", The Scientific World J., 2013.
  70. Voronina, N. (1997), "An empirical model for rigid frame porous materials with high porosity. ", Appl. Acoust., 51(2), 181-198. https://doi.org/10.1016/S0003-682X(96)00052-7
  71. Wang, J., et al. (2009). "Optimal placement of piezoelectric curve beams in structural shape control", Smart Struct. Syst., 5(3), 241-260. https://doi.org/10.12989/sss.2009.5.3.241
  72. Wang, J.Y., et al. (2012), "Stability of cenospheres in lightweight cement composites in terms of alkali-silica reaction", Cement Concrete Res., 42(5), 721-727. https://doi.org/10.1016/j.cemconres.2012.02.010
  73. Zhang, X., et al. (2002), "Study on impact-proof and abrasionproof concrete in runway", J. Nanjing Univ. Aeronautics & Astronautics, 34(2), 114-120. https://doi.org/10.3969/j.issn.1005-2615.2002.02.003
  74. Zheng, M.I., et al. (2007), "Physical and mechanical performance of porous concrete for drainage base", J. Xi'an Univ. Sci. Technol., 4, 017.
  75. Ziaei-Nia, A., et al. (2018), "Dynamic mix design optimization of high-performance concrete", Steel Compos. Struct., 29(1), 67-75. https://doi.org/10.12989/scs.2018.29.1.067

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