Prediction of Sound Absorption Coefficient for Double Layer Rubberised Concrete Blocks

  • Authors

    • Zaiton Haron
    • Euniza Jusli
    • Hasanan Md Nor
    • Ramadhansyah Putra Jaya
    • Haryati Yaacob
    • Khairulzan Yahya
    • Azman Mohamad
    • Musli Nizam Yahya
    2018-05-22
    https://doi.org/10.14419/ijet.v7i2.29.14002
  • Sound Absorption Coefficient, Double-Layer Concrete Block, Rubberised Concrete, Concrete Paving Blocks, Tyre/Road Interaction
  • Abstract

    Nowadays rubberised concrete is used to support construction sustainability and contribute to a better development of efficient construction material, in particular by using waste rubber tyre. The use of rubber in block pavement is one of the actions in order to reduce the noise from tyre-road interaction and hence able to reduce pass by noise pollution. In this paper, the influence of waste rubber tyre as the replacement for aggregate on the sound absorption coefficient of double layer rubberised concrete blocks was investigated. Non acoustics and acoustics experimental investigations were carried out on a series of block with thickness of 80 mm with facing layer (FL) of block varies in thickness from 10 to 40 mm. FL and bottom layer consist of concrete mixture containing waste tyre rubber granules (RG) of 5 mm to 8 mm and 1 mm to 4 mm, respectively as replacement of natural aggregate within the range of 10-40%. The ratio for cement: aggregate: sand was 1: 1.7:1.5 and water to cement (w/c) ratio of 0.47. Noun acoustics parameters include density, compressive strength, water absorption and porosity. Acoustic parameters investigation of specimens of double layer block showed that concrete pavement blocks have maximum sound absorption located at low frequency of 500 to 700 Hz. This indicates that it is suitable for application of mitigation of low speed traffic condition. A model was developed to predict the maximum sound absorption coefficient of the double layer block pavements which included the percentage of rubber content, thickness of FL and porosity as statistically significant predictor (p < 0.05). This would benefit the road engineers in managing traffic noise management as the sound absorption coefficient is the key important element in reducing tyre/road interaction noise.

     

     

  • References

    1. style='font-size:8.0pt'>
    2. style='mso-spacerun:yes'> ADDIN EN.REFLIST
    3. field-separator'>[1] Laboy-Nieves EN, Schaffner FC, Abdelhadi A, Goosen MF. Environmental management, sustainable development and human health: CRC Press; 2008.

      [2] Chen H, Kwong JC, Copes R, Tu K, Villeneuve PJ, Van Donkelaar A, et al. Living near major roads and the incidence of dementia, Parkinson's disease, and multiple sclerosis: a population-based cohort study. The Lancet. 2017;389(10070):718-26.

      [3] Shackel B. The challenges of concrete block paving as a mature technology. Pave Africa. 2003:12-5.

      [4] Sukontasukkul P, Chaikaew C. Properties of concrete pedestrian block mixed with crumb rubber. Construction and Building Materials. 2006;20(7):450-7.

      [5] Topcu IB. The properties of rubberized concretes. Cement and concrete research. 1995;25(2):304-10.

      [6] Najim K, Hall M. A review of the fresh/hardened properties and applications for plain-(PRC) and self-compacting rubberised concrete (SCRC). Construction and building materials. 2010;24(11):2043-51.

      [7] Benazzouk A, Mezreb K, Doyen G, Goullieux A, Quéneudec M. Effect of rubber aggregates on the physico-mechanical behaviour of cement–rubber composites-influence of the alveolar texture of rubber aggregates. Cement and Concrete Composites. 2003;25(7):711-20.

      [8] Sandberg U, Ejsmont J. Tyre/Road Noise Sources and Generation Mechanisms. Tire/Road Noise Reference Book. 2002.

      [9] Peeters B, Kuijpers A. The effect of porous road surfaces on radiation and propagation of tyre noise. Journal of the Acoustical Society of America. 2008;123(5):3673-.

      [10] Ling T-C, Nor HM, Hainin MR, Chik AA. Laboratory performance of crumb rubber concrete block pavement. International Journal of Pavement Engineering. 2009;10(5):361-74.

      [11] Jusli E, Nor HM, Ramadhansyah PJ, Zaiton H, editors. Mechanical Properties of Double Layer Rubberized Concrete Paving Blocks. Advanced Materials Research; 2014: Trans Tech Publ.

      [12] Jusli E, Nor HM, Jaya RP, Zaiton H, editors. Chemical properties of waste tyre rubber granules. Advanced Materials Research; 2014: Trans Tech Publ.

      [13] Jusli E, Nor H, Jaya R, Haron Z. Strength and microstructure properties of double layered concrete paving blocks containing waste tyre rubber granules. J Teknologi. 2015;73:90.

      [14] Jusli E, Nor HM, Jaya RP, Haron Z, Mohamed A. A Review of Double Layer Rubberized Concrete Paving Blocks. Journal of Engineering Research and Technology. 2016;2(2).

      [15] Ling TC, Nor HM, editors. Properties of crumb rubber concrete paving blocks with and without facing layer. Proceedings of National Conference on Civil Engineering (AWAM’07); 2007.

      [16] Jusli E, Nor HM, Jaya RP, Haron Z, Yahya MN, Azman M, et al. Low Noise and Properties of Double Layer Concrete Paving Blocks. ICGSCE 2014: Springer; 2015. p. 291-9.

      [17] Shatanawi KM. The effects of crumb rubber particles on highway noise reduction-A laboratory study: Clemson University; 2008.

      [18] Tian B, Liu Y, Niu K, Li S, Xie J, Li X. Reduction of tire-pavement noise by porous concrete pavement. Journal of Materials in Civil Engineering. 2013;26(2):233-9.

      [19] Ejsmont J, Sandberg U, Mioduszewski P, editors. Tyre/road noise reduction by a poroelastic road surface. 43rd International Congress on Noise Control Engineering: Improving the World Through Noise Control, INTERNOISE 2014, 16 November 2014 through 19 November 2014; 2014.

      [20] Licitra G, Cerchiai M, Teti L, Ascari E, Fredianelli L. Durability and variability of the acoustical performance of rubberized road surfaces. Applied Acoustics. 2015;94:20-8.

      [21] Blaikie N. Analyzing quantitative data: From description to explanation: Sage; 2003.

      [22] Brace N, Kemp R, Snelgar R. SPSS for psychologists: A guide to data analysis using SPSS for Windows, revised & expanded. 2003.

      [23] Pelisser F, Zavarise N, Longo TA, Bernardin AM. Concrete made with recycled tire rubber: effect of alkaline activation and silica fume addition. Journal of Cleaner Production. 2011;19(6):757-63.

      [24] Siddique R, Naik TR. Properties of concrete containing scrap-tire rubber–an overview. Waste management. 2004;24(6):563-9.

      [25] Ling T-C. Prediction of density and compressive strength for rubberized concrete blocks. Construction and Building Materials. 2011;25(11):4303-6.

      [26] Sandberg U, Ejsmont JA. Tyre/road noise reference book2002.

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    5. KO;mso-bidi-language:AR-SA'>
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  • How to Cite

    Haron, Z., Jusli, E., Md Nor, H., Putra Jaya, R., Yaacob, H., Yahya, K., Mohamad, A., & Nizam Yahya, M. (2018). Prediction of Sound Absorption Coefficient for Double Layer Rubberised Concrete Blocks. International Journal of Engineering & Technology, 7(2.29), 704-710. https://doi.org/10.14419/ijet.v7i2.29.14002

    Received date: 2018-06-10

    Accepted date: 2018-06-10

    Published date: 2018-05-22