RHEOLOGICAL INVESTIGATION OF RUBBER BITUMEN CONTAINING VARIOUS WAXES AS WARM MIX ADDITIVE
DOI:
https://doi.org/10.24193/subbchem.2017.2.19Keywords:
warm mix additive, asphalt rubber, rheological properties, MSCRAbstract
The aim of this study is to investigate the effect of various wax type warm mix additives on the rheological properties of Chemically Stabilized Rubber Bitumen (CSRB). The rubber bitumen samples were prepared by the modified wet process (HU 226481) and the bitumen tests were carried out according to the relevant standards. Two types of warm mix additives (polypropylene wax - produced by thermal cracking of polypropylene and Fischer-Tropsch wax) with different concentrations (1.0%, 3.0%, 5.0%, 7.0% by weight) were used in our research. The influence of these warm mix additives on the rheological properties was evaluated by Dynamic Shear Rheometer (DSR) test. Multiple-stress creep and recovery (MSCR) test was also used for the determination of percent recovery and non-recoverable creep compliance of wax-modified and neat asphalt rubber samples. According to the results of DSR tests the addition of the Fischer-Tropsch wax resulted a higher complex modulus (thereby stiffness) and favourable higher recovery values based on MSCR tests unlike the addition of polypropylene wax.
References
A. Almeida-Costa, A. Benta, Journal of Cleaner Production, 2016, 112, 2308-2317.
M.C. Rubio, G. Martínez, L. Baena, F. Moreno, Journal of Cleaner Production, 2012, 24, 76-84.
J. D’Angelo, E. Harm, J. Bartoszek, G. Baumgardner, M. Corrigan, J. Cowsert, T. Harman, M. Jamshidi, W. Jones, D. Newcomb, B. Prowell, R. Sines, B. Yeaton, “Warm-Mix Asphalt: European Practice. Report No.FHWA-PL-08-007.” American Trade Initiatives, Alexandria, USA, 2008.
H.M.R.D. Silva, J.R.M. Oliveira, J. Peralta, S.E. Zoorob, Construction and Building Materials, 2010, 24, 1621-1631.
L. Shang, S. Wang, Y. Zhang, Y. Zhang, Construction and Building Materials 2011, 25, 886-891.
N. Bueche, “Warm Asphalt Bituminous Mixtures with Regards to Energy, Emissions and Performance” Young Researchers Seminar (YRS) LAVOC-CONF-2010-002, Torino, Italy, 2009.
G.C. Hurley, B.D. Browell, “Evaluation of Sasobit for Use In Warm Mix Asphalt. NationalCenter for Asphalt Technology. Report 05-06.”, Auburn University, Auburn, USA., 2005.
A. Geiger, A. Holló, G. Szalmásné Pécsvári, P. Fehér, MOL Group Scientific Magazine, 2012, 2, 54-61.
A. Geiger, L. Gáspár, A. Holló, M. Péter, R. Durgó, Cs. Csőke, S. Czibor, MOL Group Scientific Magazine, 2014, 2, 74-83.
A.M. Rodrigez-Alloza, J. Gallego, I. Perez, A. Bonati, F. Giuliani, Construction and Building Materials, 2014, 53, 460-466.
MSZ EN 16659:2016, “Bitumen and Bituminous Binders. Multiple Stress Creep and Recovery Test (MSCRT)”, 2016.
HU 226481, Sz. Bíró, L. Bartha, Gy. Deák, A. Geiger, “Chemically stabilized asphalt rubber compositions and a mechanochemical method for preparing the same”, 2009.
MSZ 930:2015 standard, “Bitumen and bituminous binders. Rubber modified bitumen. Requirements”, 2015.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2017 Studia Universitatis Babeș-Bolyai Chemia
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.