Functionalization of reclaimed polyethylene with maleic anhydride and its application in improving the high temperature stability of asphalt mixtures

Abstract A process to improve the properties of reclaimed polyethylene (RPE) polymer modified asphalt mixture by grafting of maleic anhydride (MAH) onto RPE (RPE-g-MAH) in the presence of dicumyl peroxide (DCP) as initiator was proposed. Fourier transform infrared spectra (FTIR) was employed to verify the grafting of MAH onto RPE. Modified asphalt mixture under different conditions were investigated on the RPE-g-MAH samples. To assess the effects of the RPE-g-MAH on the high-temperature stability of modified asphalt mixture, we discussed dynamic stability (DS) and rutting depth (RD) of modified asphalt mixture by studying the influences of various experimental parameters such as MAH content, DCP content, mixing temperature, wet mixing times and gradation type of mixture. Experimental results indicated that the RPE-g-MAH is feasible to improve high-temperature stability performance and low-temperature performance of asphalt mixture, and it could dramatically improve resistance to rutting of the asphalt mixture. Possible mechanism was proposed for RPE-g-MAH modification of asphalt mixture.

[1]  C. Rosales,et al.  Grafting of polyethylenes by reactive extrusion. I. Influence on the molecular structure , 1998 .

[2]  M. Khattak,et al.  Engineering Properties of Polymer-Modified Asphalt Mixtures , 1998 .

[3]  I. Hussein,et al.  Chemical modification of waste oil fly ash for improved mechanical and thermal properties of low density polyethylene composites , 2011 .

[4]  I. Novák,et al.  Study of surface and adhesive properties of polypropylene grafted by maleic anhydride , 2007 .

[5]  Xiangwu Zeng,et al.  Influence of Temperature and Pressure on the Dynamic Properties of Rubber-Modified Asphalt Concrete , 2006 .

[6]  Mostafa A. Elseifi,et al.  Laboratory Performance Characteristics of Sulfur-Modified Warm-Mix Asphalt , 2011 .

[7]  Abdulkadir Cevik,et al.  Rutting prediction of asphalt mixtures modified by polypropylene fibers via repeated creep testing by utilising genetic programming , 2013 .

[8]  A. Aksoy,et al.  Investigation of rutting performance of asphalt mixtures containing polymer modifiers , 2007 .

[9]  Yu Qian,et al.  The Application of Anti-rutting Agent on Improving the High-temperature Stability of Asphalt Pavement , 2009 .

[10]  Yong Zhang,et al.  Melt grafting of maleic anhydride onto low-density polyethylene/polypropylene blends , 2003 .

[11]  Mohd Rosli Hainin,et al.  Rutting evaluation of dense graded hot mix asphalt mixture , 2011 .

[12]  Jian-Shiuh Chen,et al.  Thermal and Rheological Properties of Maleated Polypropylene Modified Asphalt , 2005 .

[13]  Benjamin James Smith,et al.  RETRACTED: Fracture mechanism in bitumen, modified bitumen and asphalt mixes , 2012 .

[14]  Shifeng Wang,et al.  Crumb tire rubber and polyethylene mutually stabilized in asphalt by screw extrusion , 2014 .

[15]  Xiang Shu,et al.  Recycling of waste tire rubber in asphalt and portland cement concrete: An overview , 2014 .

[16]  Huaxin Chen,et al.  Preparation and properties of bitumen modified with the maleic anhydride grafted styrene-butadiene-styrene triblock copolymer , 2011 .

[17]  Ming Yu,et al.  Storage stability and compatibility of asphalt binder modified by SBS graft copolymer , 2007 .

[18]  Qinwu Xu,et al.  Experimental study of fibers in stabilizing and reinforcing asphalt binder , 2010 .

[19]  Bradley J. Putman,et al.  Utilization of waste fibers in stone matrix asphalt mixtures , 2004 .

[20]  Jinghua Yin,et al.  Functionalization of isotactic polypropylene with maleic anhydride by reactive extrusion: mechanism of melt grafting , 2001 .

[21]  Y. Qian,et al.  Influence Factors and Anti-Rutting Agent of High-Temperature Stability of Asphalt Mixture , 2010 .

[22]  G. Moad,et al.  Developments in the synthesis of maleated polyolefins by reactive extrusion , 1998 .

[23]  B. Birgisson,et al.  Polymer modification of bitumen : Advances and challenges , 2014 .

[24]  T. Hirotsu,et al.  Microstructure of Maleic Anhydride Grafted Polyethylene by High-Resolution Solution-State NMR and FTIR Spectroscopy , 2003 .

[25]  Guangsu Huang,et al.  Solution Grafting of Maleic Anhydride on Low-Density Polyethylene: Effect on Crystallization Behavior , 2013 .

[26]  J. Matthews,et al.  THE EFFECT OF AGGREGATE GRADATION ON THE CREEP RESPONSE OF ASPHALT MIXTURES AND PAVEMENT RUTTING ESTIMATES , 1992 .

[27]  R. Benavides,et al.  Ultraviolet preirradiation of high‐density polyethylene for the grafting of maleic anhydride during reactive extrusion , 2006 .

[28]  C. Fang,et al.  Pavement properties of asphalt modified with packaging‐waste polyethylene , 2014 .

[29]  S Hınıslıoglu,et al.  Use of waste high density polyethylene as bitumen modifier in asphalt concrete mix , 2004 .

[30]  L. Drzal,et al.  Low temperature binder-aggregate adhesion and mechanistic characteristics of polymer modified asphalt mixtures , 2007 .

[31]  Jiri Stastna,et al.  Rheology of asphalts modified with glycidylmethacrylate functionalized polymers. , 2004, Journal of colloid and interface science.

[32]  Zhaoyi He,et al.  Study on the Method to Calculate Rutting of Asphalt Pavement Based on the Dynamic Load Coupled between the Road and Vehicle , 2009 .

[33]  O. Manero,et al.  Asphalt/polyethylene blends: Rheological properties, microstructure and viscosity modeling , 2013 .

[34]  Chao Zhang,et al.  Analysis of High Temperature Ability Influence Factors of Anti-Rutting Agent Modified Asphalt Mixture , 2011 .

[35]  A. Othman Effect of Low-Density Polyethylene on Fracture Toughness of Asphalt Concrete Mixtures , 2010 .

[36]  S. Hesp,et al.  New Class of Reactive Polymer Modifiers for Asphalt: Mitigation of Moisture Damage , 2000 .

[37]  K. Kelar,et al.  Preparation of functionalised low-density polyethylene by reactive extrusion and its blend with polyamide 6 , 2000 .

[38]  Hannele Zubeck,et al.  Performance of polymer-modified asphalt-aggregate mixtures in Alaska , 2002 .