Abstract
Filler, as a component of hot mix asphalt, has an important role in improving the mechanical properties and extending the lifespan of asphalt. This research is conducted to evaluate the use of ceramic waste as filler and its effect on the mechanical properties of asphalt. For this purpose, ceramic waste powder was replaced with conventional limestone filler at 25%, 50%, 75%, and 100% proportions. Marshall stability, moisture sensitivity, four-point bending fatigue, and wheel track tests were used to investigate the effect of ceramic waste on asphalt performance. The results indicated that the Marshall stability was enhanced in all replacement ratios of the ceramic (23% increment for the maximum rate of substitution). Also, the resistance of the asphalt to moisture improved by approximately 5% after using 100% ceramic waste powder. In addition, the results showed that this rate of substitution as filler of HMA increased the fatigue life (approximately 600 cycles more than control specimens) and rutting resistance (reduction of almost 31% of the rut depth). Therefore, this waste material first improved the mechanical properties of HMA, and can also be used as a suitable approach for recycling this waste material.
Graphic abstract
Similar content being viewed by others
References
AASHTO T283 (2007) Standard method of test for resistance of compacted hot mix asphalt (HMA) to moisture-induced damage. Washington
AASHTO T321 (2017) Standard method of test for determining the fatigue life of compacted asphalt mixtures subjected to repeated flexural bending
Aghayan I, Khafajeh R (2019) 12-recycling of PET in asphalt concrete. In: Pacheco-Torgal F, Khatib J, Colangelo F, Tuladhar R (eds) Use of recycled plastics in eco-efficient concrete. Woodhead Publishing, Sawston, pp 269–285
Akbulut H, Gurer C, Cetin S (2011) Use of volcanic aggregates in asphalt pavement mixes. Proc Inst Civil Eng Transp 164(2):111–123
Asphalt Institute (1993) Mix design methods for asphalt concrete and other hot-mix types (Manual Series No. 2 (MS-2)), 6th edn. Author, Lexington, KY
ASTM C127 (2015) Standard test method for relative density (specific gravity) and absorption of coarse aggregate. ASTM International, West Conshohocken
ASTM C128 (2015) Standard test method for relative density (specific gravity) and absorption of fine aggregate. ASTM International, West Conshohocken
ASTM C131 (2014) Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine. ASTM International, West Conshohocken
ASTM C33 (2016) Standard specification for concrete aggregates. ASTM International, West Conshohocken
ASTM C618 (2015) Standard test method for coal fly ash and raw calcined natural pozzolan for use in concrete. ASTM International, West Conshohocken
ASTM D113 (2008) Standard test method for ductility of bituminous materials. ASTM International, West Conshohocken
ASTM D1559 (1992) Standard test method for resistance to plastic flow of bituminous mixtures using Marshall apparatus. ASTM International, West Conshohocken
ASTM D2419 (2014) Standard test method for sand equivalent value of soils and fine aggregate. ASTM International, West Conshohocken
ASTM D242 (2009) Standard specification for mineral filler for bituminous paving mixtures. ASTM International, West Conshohocken
ASTM D36 (2014) Standard test method for softening point of bitumen (ring-and-ball apparatus). ASTM International, West Conshohocken
ASTM D5 (2006) Standard test method for penetration of bituminous materials. ASTM International, West Conshohocken
ASTM D70 (2003) Standard test method for specific gravity and density of semi-solid bituminous materials (pycnometer method). ASTM International, West Conshohocken
ASTM D92 (2012) Standard test method for flash and fire points by cleveland open cup tester. ASTM International, West Conshohocken
British Standards Institution (1996) Sampling and examination of bituminous mixtures for roads and other paved areas. BS 598: Part 110. Methods of test for the determination of wheel tracking rate, London
Cerato AB, Lutenegger AJ (2002) Determination of surface area of fine-grained soils by the ethylene glycol monoethyl ether (EGME) method. Geotech Test J 25:1–7
Chen M, Lin J, Wu S, Liu C (2011) Utilization of recycled brick powder as alternative filler in asphalt mixture. Constr Build Mater 25(4):1532–1536
Code-234 (2011) Iran highway asphalt paving code. Tehran: The Ministry of Road and Urban Development, Research and Education Center, Publication Number 234
Hefer AW (2004) Adhesion in bitumen-aggregate systems and quantification of the effects of water on the adhesive bond. Texas A&M University, College Station
Hesami E (2014) Characterisation and modelling of asphalt mastic and their effect on workability. Thesis (Ph.D.). KTH Royal Institute of Technology, Stockholm, Sweden
Hinislioglu S, Agar E (2004) Use of waste high density polyethylene as bitumen modifier in asphalt concrete mix. Mater Lett 58:267–271
Maghool F, Arulrajah A, Du YJ, Horpibulsuk S, Chinkulkijniwat A (2017) Environmental impacts of utilizing waste steel slag aggregates as recycled road construction materials. Clean Technol Environ Policy 19(4):949–958
Moghadas Nejad F, Azarhoosh AR, Hamedi GH (2013) The effects of using recycled concrete on fatigue behavior of hot mix asphalt. J Civil Eng Manag 19(1):S61–S68
Muniandy R, Ismail DH, Hassim S (2018) Performance of recycled ceramic waste as aggregates in hot mix asphalt (HMA). J Mater Cycles Waste Manage 20(2):844–849
Pacheco-Torgal F, Jalali S (2011) Compressive strength and durability properties of ceramic wastes based concrete. Mater Struct 44:155–167
Patel CP, Bhavsar JK (2016) Enhancement of concrete properties by replacing cement and fine aggregate with ceramic powder. J Civil Eng Environ Technol 3(3):232–236
Ren X, Sancaktar E (2019) Use of fly ash as eco-friendly filler in synthetic rubber for tire applications. J Clean Prod 206:374–382
Rodriguez-Fernandez I, Lastra-González P, Indacoechea-Vega I, Castro-Fresno D (2019) Recyclability potential of asphalt mixes containing reclaimed asphalt pavement and industrial by-products. Constr Build Mater 195:148–155
Shamsaei M, Aghayan I, Akhavan Kazemi K (2017) Experimental investigation of using cross-linked polyethylene waste as aggregate in roller compacted concrete pavement. J Clean Prod 165:290–297
Shamsaei M, Khafajeh R, Aghayan I (2019) Laboratory evaluation of the mechanical properties of roller compacted concrete pavement containing ceramic and coal waste powders. Clean Technol Environ Policy 21:707–716
Tahami SA, Arabani M, Foroutan Mirhosseini A (2018) Usage of two biomass ashes as filler in hot mix asphalt. Constr Build Mater 170:547–556
Woszuk A, Bandura L, Franus W (2019a) Fly ash as low cost and environmentally friendly filler and its effect on the properties of mix asphalt. J Clean Prod 235:493–502
Woszuk A, Wrobel M, Franus W (2019b) Influence of waste engine oil addition on the properties of zeolite-foamed asphalt. Materials 12(14):2265
Zou G, Xu J, Wu C (2017) Evaluation of factors that affect rutting resistance of asphalt mixes by orthogonal experiment design. Int J Pavement Res Technol 10(3):282–288
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare no conflict of interest.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Shamsaei, M., Khafajeh, R., Ghasemzadeh Tehrani, H. et al. Experimental evaluation of ceramic waste as filler in hot mix asphalt. Clean Techn Environ Policy 22, 535–543 (2020). https://doi.org/10.1007/s10098-019-01788-9
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10098-019-01788-9