Enhancement the Performance of Asphalt Pavement Using Fly Ash Wastes in Saudi Arabia

  • Authors

    • Mohammed Dahim
    • . .
    2018-08-26
    https://doi.org/10.14419/ijet.v7i3.32.18390
  • Asphalt, Fly as, Rheological performance, Ruttin, Saudi Arabia.

  • Abstract

    Saudi Arabia is the largest Arab country and is one of the most prolific producers of oil and energy consumption. The Kingdom uses heavy oil and diesel to generate electricity and desalinate seawater. This produces large amounts of ash, a toxic substance that is disposed of by landfill and may cause many environmental problems and contribute to pollution of groundwater, which is one of the most important sources of drinking water. This paper presents the possibility of using fly ash by-product waste from electric power generation plants to improve the properties of asphalt mixtures. This study investigates the use of two types of fly ash namely; class C and class F was used as a filler in two types of bitumen and asphalt material known as AC 40/50 and AC 60/70. The rheological performance of asphalt with different percentages of fly ash filler ranging from 0% to 10% with an increment of 2% was tested. The rheological properties of both asphalts modified using both types of ash were determined. The rutting factors of the modified asphalt with fly ash content were calculated using the rheological properties. The result indicates that rutting resistance of asphalt could be improved by both types of fly ash which can be lead to reduces the costs of repairing and rehabilitation of asphalt pavement and reduce environmental impacts of a significant amount of toxic waste fly ash. Class F fly ash shows higher rutting factor than class C. Also AC 60/70 asphalt possess higher rutting factor than AC 40/50 asphalt at both low and high temperature.

     

     

  • References

    1. [1] General Authority for Statistic, (2016), Statistical year book 52, 2016 (1437H/1438H).

      [2] Ministry of Interior, (2010), The Statistical Report for the Year of 1431H. General Administration of Traffic, Kingdom of Saudi Arabia.

      [3] World Bank, (2016). World Development Indicators. Washington, DC. License: Creative Commons Attribution CC BY 3.0 IGO. doi: http://dx.doi.org/10.1596/978-1-4648–0163-1.

      [4] Phetkeo Poumanyvong, Shinji Kaneko, and Shobhakar Dhakal, Impacts of urbanization on national transport and road energy use: Evidence from low, middle and high-income countries, Energy Policy 46 (2012) 268–277.

      [5] Central Department of Statistics, Information, (2016). Initial Population Census for the Year of 1437H. Central Department of Statistics and Information, Kingdom of Saudi Arabia.

      [6] Ashwin Matabadal, (2012), Country report SAUDI ARABIA, Rabobank Economic Research Department, Rabobank Nederland, October 2012,1-7.

      [7] https://economics.rabobank.com/PageFiles/591/SaudiArabia-201210.pdf

      [8] Wogan D, Pradhan S, & Albardi S, (20170, GCC Energy System Overview – 2017, King Abdullah Petroleum Studies and Research Center (KAPSARC), October 2017 / KS-2017--MP04.

      [9] Parvez MA, Al-Abdul Wahhab HI, Shawabkeh RA & Hussein IA, (2014), Asphalt modification using acid treated waste oil fly ash, Construction and Building Materials 70 , 201–209.

      [10] Hardjito D & Rangan BV, (2005), Development and Properties of Low-Calcium Fly Ash-Based Geopolymer Concrete, Research Report GC1, Faculty of Engineering, Curtin University of Technology, Perth.

      [11] Chindaprasirt P, Chareerat T & Sirivivatnanon V, (2007), Workability and strength of coarse high calcium fly ash geopolymer, Cement and Concrete Compososite 29 (3), 224–229.

      [12] Laskar AI & Bhattacharjee R, (2013), Effect of plasticizer and superplasticizer on rheology of fly-ash-based geopolyrner concrete, ACI Material Journal 110 (5), 513–518.

      [13] Xiao F, Shivaprasad P & Amirkhanian S, (2012), Low-volume road wma mixtures: moisture susceptibility of mixtures containing coal ash and roofing shingle with moist aggregate. Journal Material Civil Engineering 24(1), 48–56.

      [14] Zimmer FV, (1970), Fly ash as bituminous filler. Washington (DC): United States Department of Interior, Bureau of Mines.

      [15] Jeffry SNA, Ramadhansyah PJ, Abdul Hassan N, Yaacob H, & Mohd Satar MKI, (2018), Mechanical performance of asphalt mixture containing nano-charcoal coconut shell ash, Construction and Building Materials 173, 40–48.

      [16] Sobolev K, Vivian IF, Saha R, Wasiuddin NM, & Saltibus NE, (2014), The effect of fly ash on the rheological properties of bituminous materials, Fuel 116, 471–477.

      [17] Lee SH, Kim HJ, Sakai E & Daimon M, (2003), Effect of particle size distribution of fly ash–cement system on the fluidity of cement pastes. Cement and Concrete Research 33(6), 763–8.

      Cabrera JG 7 Zoorob S, (1994), Design of low energy hot rolled asphalt. United Kingdom: The Civil Engineering Materials Unit, Department of Civil Engineering, University of Leeds

  • Downloads

  • How to Cite

    Dahim, M., & ., . (2018). Enhancement the Performance of Asphalt Pavement Using Fly Ash Wastes in Saudi Arabia. International Journal of Engineering & Technology, 7(3.32), 50-53. https://doi.org/10.14419/ijet.v7i3.32.18390

    Received date: 2018-08-28

    Accepted date: 2018-08-28

    Published date: 2018-08-26