Computers and Concrete

  • 제21권6호
  • /
  • Pages.705-715
  • /
  • 2018
  • /
  • 1598-8198(pISSN)
  • /
  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Curing effect on mortar properties produced with styrene-butadiene rubber

  • Cemalgil, Selim (Civil Engineering Department, Munzur University) ;
  • Etli, Serkan (Civil Engineering Department, Munzur University) ;
  • Onat, Onur (Civil Engineering Department, Munzur University)
  • 투고 : 2017.08.20
  • 심사 : 2018.03.23
  • 발행 : 2018.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents an experimentally investigation pertinent to the mechanical properties of rubberized mortar (RM) with styrene-butadiene rubber (SBR). The SBR were used with constant water-to-cement ratio of 0.485 and two different volume proportion of SBR particles were utilized as aggregates. One types of SBR particles with fineness modulus of 4.951 were utilized 0%, 10%, and 20% of aggregate volume. Effectiveness of SBR replacement ratio, curing and aging effect on the compressive strength, flexural strengths as well as load-displacement. Compressive and flexural strength of concrete were investigated at the end of 28-days and 56-days age. Obtained results demonstrated that utilization of SBR reduced the flexural strength of SBR mortar at the earlier curing age while SBR increased. Moreover, mechanical properties of mortar mentioned above were significantly affected by the water cure timing with an increasing proportion of the replacement level of SBR.

키워드

참고문헌

  1. ACI 548. 1R-97 (1997), Guide for the Use of Polymers in Concrete.
  2. Akkaya, Y., Ouyang, C. and Shah, S.P. (2007), "Effect of supplementary cementitious materials on shrinkage and crack development in concrete", Cement Concrete Compos., 29(2), 117-123. https://doi.org/10.1016/j.cemconcomp.2006.10.003
  3. Ali, N.A., Amos, A.D. and Roberts, M. (2000), "Use of ground rubber tires in portland cement concrete", Proceedings of the International Conference on Concrete, Vol. 390, London, United Kingdom.
  4. ASTM C 129-14a (2014), Standard Specification for Non-Load-Bearing Concrete Masonry Units, American Society for Testing and Materials.
  5. ASTM C109 (2002), Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or (50-mm) Cube Specimens), Annual Book of ASTM Standards.
  6. ASTM C127 (2002), Standard Test Method for Specific Gravity and Absorption of Coarse Aggregate, Annual Book of ASTM Standards.
  7. ASTM C1437 (2001), Standard Test Method for Flow of Hydraulic Cement Mortar, Annual Book of ASTM Standards.
  8. ASTM C348-14, Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars, ASTM C348-02, Annu Book ASTM Stand 04.01
  9. ASTM C349 (2002), Standard Test Method for Compressive Strength of Hydraulic-Cement Mortars (Using Portions of Prisms Broken in Flexure), Annual Book of ASTM Standards.
  10. Benazzouk, A., Mezreb, K., Doyen, G., Goullieux, A. and Queneudec, M. (2003), "Effect of rubber aggregates on the physico-mechanical behaviour of cement-rubber composites-influence of the alveolar texture of rubber aggregates", Cement Concrete Compos., 25(7), 711-720. https://doi.org/10.1016/S0958-9465(02)00067-7
  11. Benazzouk, A., Mezreb, K., Doyen, G., Goullieux, A. and Queneudec, M. (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
  12. Benli, A., Karatas, M. and Bakir, Y. (2017), "An experimental study of different curing regimes on the mechanical properties and sorptivity of self-compacting mortars with fly ash and silica fume", Constr. Build. Mater., 144, 552-562. https://doi.org/10.1016/j.conbuildmat.2017.03.228
  13. Cavdar, A., Sevin, S., Kaya, Y. and Bingol, S. (2014), "The effects of cure conditions on mechanical properties of polymer modified cement mortars", Balkan J. Elec. Comput. Eng., 2(2), 79-84.
  14. Cemalgil, S. and Onat, O. (2016), "Compressive strength and abrasion resistance of concrete with waste marble and demolition aggregate", Int. J. Pure Appl. Sci., 2(1), 13-21.
  15. Eldin, N.N. and Senouci, A.B. (1993), "Rubber-tire particles as concrete aggregate", J. Mater. Civil Eng., 5(4), 478-496. https://doi.org/10.1061/(ASCE)0899-1561(1993)5:4(478)
  16. Eldin, N.N. and Senouci, A.B. (1994), "Measurement and prediction of the strength of rubberized concrete", Cement Concrete Compos., 16(4), 287-298. https://doi.org/10.1016/0958-9465(94)90041-8
  17. Fattuhi, N.I. and Clark, L.A. (1996), "Cement-based materials containing shredded scrap truck tyre rubber", Constr. Build. Mater., 10(4), 229-236. https://doi.org/10.1016/0950-0618(96)00004-9
  18. Fedroff, D., Ahmad, S. and Savas, B. (1996), "Mechanical properties of concrete with ground waste tire rubber", Tran. Res. Record: J. Tran. Res. Board, 1532, 66-72. https://doi.org/10.3141/1532-10
  19. Goldstein, H. (1965), Classical Mechanics, Pearson Education India.
  20. Huang, B., Shu, X. and Cao, J. (2013), "A two-staged surface treatment to improve properties of rubber modified cement composites", Constr. Build. Mater., 40, 270-274. https://doi.org/10.1016/j.conbuildmat.2012.11.014
  21. Karatas, M., Balun, B. and Benli, A. (2017), "High temperature resistance of self-compacting lightweight mortar incorporating expanded perlite and pumice", Comput. Concrete, 19(2), 121-126. https://doi.org/10.12989/cac.2017.19.2.121
  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. Nehdi, M., Khan, A. and Sumner, J. (2005), "Flexible crumb tire rubber-filled cement mortars as a protective system for buried infrastructure", J. ASTM Int., 2(1), 1-15. https://doi.org/10.1520/JAI12938
  24. Onat, O. and Celik, E. (2017), "An integral based fuzzy approach to evaluate waste materials for concrete", Smart Struct. Syst., 19(3), 323-333. https://doi.org/10.12989/sss.2017.19.3.323
  25. Pierce, C.E. and Blackwell, M.C. (2003), "Potential of scrap tire rubber as lightweight aggregate in flowable fill", Waste Manage., 23(3), 197-208. https://doi.org/10.1016/S0956-053X(02)00160-5
  26. Reda Taha, M.M., El-Dieb, A.S., Abd El-Wahab, M.A. and Abdel-Hameed, M.E. (2008), "Mechanical, fracture, and microstructural investigations of rubber concrete", J. Mater. Civil Eng., 20(10), 640-649. https://doi.org/10.1061/(ASCE)0899-1561(2008)20:10(640)
  27. Rostami, H., Lepore, J., Silverstraim, T. and Zundi, I. (2000), "Use of recycled rubber tires in concrete", Proceedings of the International Conference on Concrete, Vol. 1993, London, United Kingdom.
  28. Scrap Tires: Deflating a Growing Problem. (1988), Compressed Air Magazine, December.
  29. Siddique, R. and Naik, T.R. (2004), "Properties of concrete containing scrap-tire rubber-an overview", Waste Manage., 24(6), 563-569. https://doi.org/10.1016/j.wasman.2004.01.006
  30. Son, K.S., Hajirasouliha, I. and Pilakoutas, K. (2011), "Strength and deformability of waste tyre rubber-filled reinforced concrete columns", Constr. Build. Mater., 25(1), 218-226. https://doi.org/10.1016/j.conbuildmat.2010.06.035
  31. Statewide Market Study for Used Tires (1987), Michigan Dept. of Natural Resources, Lansing, Mich.
  32. 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
  33. 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
  34. TS 819 (1989), Rilem, Cembureau Standard Sand, Ankara, Turkey.
  35. TS EN197-1 (2012), TS EN 197-1: Cement-Part 1: Composition, Specifications and Conformity Criteria for Common Cements, Turkish Standard Institution, Ankara.
  36. Turatsinze, A., Bonnet, S. and Granju, J.L. (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
  37. Turatsinze, A., Bonnet, S., and Granju, J. L. (2007), "Potential of rubber aggregates to modify properties of cement basedmortars: improvement in cracking shrinkage resistance". Constr. Build. Mater., 21(1), 176-181. https://doi.org/10.1016/j.conbuildmat.2005.06.036
  38. Turk, K., Kina, C. and Bagdiken, M. (2017), "Use of binary and ternary cementitious blends of F-Class fly-ash and limestone powder to mitigate alkali-silica reaction risk", Constr. Build. Mater., 151, 422-427. https://doi.org/10.1016/j.conbuildmat.2017.06.075
  39. Turki, M., Bretagne, E., Rouis, M.J. and Queneudec, M. (2009), "Microstructure, physical and mechanical properties of mortarrubber aggregates mixtures", Constr. Build. Mater., 23(7), 2715-2722. https://doi.org/10.1016/j.conbuildmat.2008.12.019
  40. Turk, K. and Kina, C. (2018), "Freeze-thaw resistance and sorptivity of self-compacting mortar with ternary blends", Comput. Concrete, 21(2), 149-156. https://doi.org/10.12989/CAC.2018.21.2.149
  41. US Environmental Protection Agency (USEPA) (2011), Scrap Tires-Basic Information, July.
  42. Williams, J.A. and Weaver, D.C. (1987), Guidelines for Using Recycled Tire Carcasses in Highway Maintenance, Final Report No. PB-88-232616/XAB, California State Dept. of Transportation, Office of Transportation Lab., Sacramento, USA.
  43. Xue, G. and Cao, M.L. (2017), "Effect of modified rubber particles mixing amount on properties of cement mortar", Advances in Civil Engineering, 2017, Article ID 8643839, 6.
  44. Zanzotto, L., Ho, S. and Wirth, R. (1999), "Performance of asphalt binders and paving mixes modified by crumb rubber". Proceedings of the 21st Canadian Waste Management Conference, Calgary, Canada.

피인용 문헌

  1. Effect of pumice powder and artificial lightweight fine aggregate on self-compacting mortar vol.27, pp.3, 2018, https://doi.org/10.12989/cac.2021.27.3.241
  2. Effect of pumice powder and artificial lightweight fine aggregate on self-compacting mortar vol.27, pp.3, 2018, https://doi.org/10.12989/cac.2021.27.3.241