Geotechnical Properties of Power plant Ash and Re-cycled Plastic Waste Modified Bitumen on Asphalt Pavement.
Felix Okonta and Langeriwa Mthombeni
Department of Civil Engineering
University of Johannesburg
South Africa, 2000
fnokonta@uj.ac.za, lmthombeni@jra.org.za
Background
The rapid increase in traffic volumes and loads has led to the deterioration of existing roads while increasing demand for the development of new roads
Methods
The study reviewed various Asphalt performance modes to identify key failure modes and possible mitigation mechanism. The failure modes are analysed on both high and low weather conditions. The main failure modes under discussions are rutting and cracking which arises under two weather conditions hot and cold weather respectively (Zhang et al 2018). A research site ( for the development of instrumented pavement test strips ) of 3.4 m lane road of 0.5km has been identified on two strategic regions to gather data under various traffic conditions for both winter and summer.
Preliminary Results
The preliminary laboratory results Mishra(2018),Serrano-Guzman(2015) indicate between 10-15 % reduction in Bitumen quantity per ton of Asphalt which approximately equate to 8 – 12% reduction in costs. (0.625 plastic -fly ash ratio)The elastic modulus improves by 5-8% due to Fly Ash enhancing the asphalt flexibility, its temperature range and susceptibility to thermal cracking Ciar’an J.Lynn et al(2016). The plastic increases rheological properties of Asphalt. further field testing to commence
Conclusions
The study focuses on sustainable alternatives or combinations of innovative materials which are cost effective and environmentally friendly to improve the performance and durability of Asphalt materials for various application i.e. design, construct and maintenance. The instrumented pavement test strips are vital for field performance simulation and evaluation.
Key words
Fly Ash, Thermal Cracking, Rutting, Plastic Waste, Green economy.
Acknowledgements
Prof Felix Okonta for the academic mentorship, Pro Naidoo, Rami Kobela and City of Johannesburg for the opportunity and support, Mr Muziwandile Nkonyane for constant support and guidance, Mr Siyabonga Nodu for motivation ,Mr Erick Tshikhudo and Mr Puleng Mokgohloa for teamwork, Mmabatho Mothoa for encouragement and Johannesburg roads agency A/CEO Musa Mkhacane for inspiration.
References
H.Wang and I.L Al-Qadi. Effect of Mineral Filler Characteristics on Asphalt Mastic and Mixture Rutting Potential, Illinois Center for Transportation,Transportation Research Record 2208 :Journal of the Transportation Research Board,Washington DC,2011,pp 33 -39.
M.S Gaspar.K.L Vasconcelos,L.LB Bernucci. Highly Modified Asphalt binder for Asphalt Crack Relief Mix,Transportation Research Record 2630, Journal of the Transportation Research Board,2017 pp 110-117.
N.Mohamed,v.Ranjattan-Harry,R.Maharaj.Flow Properties of Fly Ash Modified Asphaltic Binders,Progress In Rubber ,Plastics,and Recycling Technology,2017 33(2)
K.Mill , M .Pyles,R.Thoreson.Aggregate Surfacing Design and Management Of Low Volume Roads in Temperature,Mountainous Areas. Transportation Research Record 1989, Journal of the Transportation Research Board,2007 pp 154-160.
D.R Luhr,J.Li,J.S Uhlmeyer,J.p Mohoney. Preservation Strategies for Flexible Pavement Network of Washington Department of Transport. Transportation Research Record 2308, Journal of the Transportation Research Board,2012 pp 28-35.
F.Safwat .Said. Ageing Effect on Mechanical Properties of Bituminous Mixtures. Transportation Research Record 1901,Transportation Research Board of National Academies Journal of the Transportation Research Board,2005 pp 1-9.
R.Taylor,Asphalt Mix Design,ICE Manual of Construction Materials,2009 Institute of Civil Engineers
R.Miro Recanses,A Martinez,F.Jimenez .Effect of Filler on The Ageing Potential Of Asphalt Mixtures. Transportation Research Board of National Academies Transportation Research Record 1901, Journal of the Transportation Research Board,2005 pp 10-17.
D.S.V Prasaad,G.V.S Prasada Raju,M.Anjan Kumar, Utalization of Industrial Waste in Flexible Pavement Construction.EDJE 2009 13.
P.Herrington,B.James,T. F,P Henning.Validation of Bitumen Oxidation Rate Model .Transportation Research Record 2632, Journal of the Transportation Research Board,2017 pp 110-118.
C.S Bindu and K.S Beena.Waste Plastic as a Stabilizing Additive in Stone Mastic Asphalt ,International Journal of Engineering and Technology,2010 2(6), pp 379 – 387.