Increasing traffic loading and volumes on roads have led to the use of
polymer modified binders to improve the performance of bitumen in terms of
strength, durability, and resistance to rutting. This research studies the
effect of adding poly methyl methacrylate (PMMA) with different molecular
weights on asphalt properties. PMMA polymer was prepared via solution
polymerization of MMA using dibenzoyl peroxide (DBPO) as initiator. By
controlling the time of reaction, two different molecular weights were
obtained: PMMA1 and PMMA2 with Mw 21.000 and 30.000, respectively. The
morphological studies of polymer modified binder were discussed. Physical
properties of PMMA modified asphalt including penetration value, softening
point, and kinematic viscosity at 135°C and 150°C were examined. The aging
properties of polymer modified asphalts were examined using thin film oven test
(TFOT). A hot storage stability test was carried out for polymer modified
binder. Indirect tensile strength (ITS) test and durability performance of
modified asphalts were evaluated using Marshall Test. Resilient modulus (RM)
test was evaluated using Universal Testing Machine. Results showed that the
inclusion of PMMA polymer in asphalt binder has significantly improved its
properties. The achieved improvement was found to be dependent on polymer
molecular weight. Moreover, the results explained that the compatibility
between PMMA and asphalt binder is improved upon further aging especially with
low molecular weight polymer (PMMA).
References
[1]
Zhang, H.L., Jia, X.J., Yu, J.Y. and Xue, L.H. (2013) Effect of Expanded Vermiculite on Microstructures and Aging Properties of Styrene-Butadiene-Styrene Copolymer Modified Bitumen. Construction and Building Materials, 40, 224-230. http://dx.doi.org/10.1016/j.conbuildmat.2012.09.103
[2]
Zhang, F. and Yu, J.Y. (2010) Research for High-Performance SBR Compound Modified Asphalt. Construction and Building Materials, 24, 410-418. http://dx.doi.org/10.1016/j.conbuildmat.2009.10.003
[3]
Martin, J., Dusan, B., Daryl, M. and Ludo, Z. (2013) Preparation and Properties of Conventionalasphalt Modified by Physical Mixtures of Linear SBS and Montmorillonite Clay. Construction and Building Materials, 38, 759-765. http://dx.doi.org/10.1016/j.conbuildmat.2012.09.043
[4]
Al-Hadidy, A.I., Tan, Y.Q. and Ayman, T.H. (2011) Starch as a Modifier Forasphalt Paving Materials. Construction and Building Materials, 25, 14-20. http://dx.doi.org/10.1016/j.conbuildmat.2010.06.062
[5]
Peiliang, C., Peijun, X., Mingliang, X. and Shuanfa, C. (2013) Investigation Ofasphalt Binder Containing Various Crumb Rubbers Andasphalts. Construction and Building Materials, 40, 632-641. http://dx.doi.org/10.1016/j.conbuildmat.2012.11.063
[6]
Karim, G., Azam, J.A. and Mahsa, N. (2012) Statistical Investigation on Physical-Mechanical Properties of Base and Polymer Modified Bitumen Using Artificial Neural Network. Construction and Building Materials, 37, 822-831. http://dx.doi.org/10.1016/j.conbuildmat.2012.08.011
[7]
Moatasim, A., Cheng, P.F. and Al-Hadidy, A.I. (2011) Laboratory Evaluation of HMA with High Density-Polyethylene as a Modifier. Construction and Building Materials, 25, 2764-2770. http://dx.doi.org/10.1016/j.conbuildmat.2010.12.037
[8]
Zhang, H.Y., Wu, X.W., Cao, D.W., Zhang, Y.J. and He, M. (2013) Effect of Linear Low Density-Polyethylene-grafted with Maleic Anhydride (LLDPE-g-MAH) on Properties of Highdensity-Polyethylene/Styrene-Butadiene-Styrene (HDPE/SBS) Modified Asphalt. Construction and Building Materials, 47, 192-198. http://dx.doi.org/10.1016/j.conbuildmat.2013.04.047
[9]
Esmaeil, A., Majid, Z., Mohamed, R.K., Mahrez, A. and Payam, S. (2011) Using Waste Plastic Bottles as Additive for Stone Masticasphalt. Materials & Design, 32, 4844-4849. http://dx.doi.org/10.1016/j.matdes.2011.06.016
[10]
Polacco, G., Berlincioni, S., Biondi, D., Stastna, J. and Zanzotto, L. (2005) Asphalt Modification with Different Polyethylene-Based Polymers. European Polymer Journal, 41, 2831-2844. http://dx.doi.org/10.1016/j.eurpolymj.2005.05.034
[11]
Kim, H., Lee, S.J. and Amirkhanian, S.N. (2011) Rheology of Warm Mix Asphalt Binders with Aged Binders. Construction and Building Materials, 25, 183-189. http://dx.doi.org/10.1016/j.conbuildmat.2010.06.040
[12]
Edwards, Y., Tasdemir, Y. and Isacsson, U. (2007) Rheological Effects of Commercial Waxes and Polyphosphoric Acid in Bitumen 160/220—High and Medium Temperature Performance. Construction and Building Materials, 21, 1899-1908. http://dx.doi.org/10.1016/j.conbuildmat.2006.07.012
[13]
Merusi, F. and Giuliani, F. (2011) Rheological Characterization of Wax-Modified Asphalt Binders at High Service Temperatures. Materials and Structures, 44, 1809-1820.
[14]
Fawcett, A.H. and McNally, T. (2001) Studies on Blends of Acetate and Acrylic Functional Polymers with Bitumen. Macromolecular Materials and Engineering, 286, 126-137. http://dx.doi.org/10.1002/1439-2054(20010201)286:2<126::AID-MAME126>3.0.CO;2-X
[15]
Airey, G.D. (2002) Rheological Evaluation of Ethylene Vinyl Acetate Polymer Modified Bitumens. Construction and Building Materials, 16, 473-487. http://dx.doi.org/10.1016/S0950-0618(02)00103-4
[16]
Iqbal, M.H., Hussein, I.A., Wahhab, H. and Amin, M.B. (2006) Rheological Investigation of the Influence of Acrylate Polymers on the Modification of Asphalt. Journal of Applied Polymer Science, 102, 3446-3456. http://dx.doi.org/10.1002/app.24408
[17]
Evdokia, K.O., Aikaterini, B., Georgios, B. and Joannis, K.K. (2011) Poly (Sodium styrene sulfonate) Poly (methyl methacrylate) Diblock Copolymers through Direct Atom Transfer Radical Polymerization: Influence of Hydrophilic Hydrophobic Balance on Self-Organization in Aqueous Solution. European Polymer Journal, 47, 752-761. http://dx.doi.org/10.1016/j.eurpolymj.2010.09.034
[18]
Marco, B., Assunta, B. and Paolo A.N. (2010) Isothermal and Non-Isothermal Polymerization of Methyl Methacrylate in Presence of Multiple Initiators. Chemical Engineering Journal, 162, 776-786. http://dx.doi.org/10.1016/j.cej.2010.06.004
[19]
(1997) ASTM Standards D5-97, Standard Test Method for Penetration of Bituminous Materials: ASTM International.
[20]
(2000) ASTM Standards D36-95, Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus).
[21]
(1995) ASTM D2170-01a, Standard Test Method for Kinematic Viscosity of Asphalts (Bitumens).
[22]
(2002) ASTM D1754-97, Standard Test Method for Effect of Heat and Air on Asphaltic Materials (Thin-Film Oven Test).
[23]
ASTM D1559-89, Standard Test Method for Resistance of Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (Withdrawn 1998).
[24]
Alexander, B., Adam, Z. and Iliya, Y. (2012) Laboratory Evaluation of Rutting Susceptibility of Polymer Modified Asphalt Mixtures Containing Recycled Pavements. Construction and Building Materials, 31, 58-66. http://dx.doi.org/10.1016/j.conbuildmat.2011.12.094
[25]
AASHTO T 283-03, Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage.
[26]
Moreno, F., Sol, M., Martín, J., Pérez, M. and Rubio, M.C. (2013) The Effect of Crumb Rubber Modifier on the Resistance of Asphalt Mixes to Plastic Deformation. Materials & Design, 47, 274-280. http://dx.doi.org/10.1016/j.matdes.2012.12.022
[27]
(1995) ASTM D4123-82, Standard Test Method for Indirect Tension Test for Resilient Modulus of Bituminous Mixtures.