Rheological Characteristics of Residue Binder from Low Penetration Grade Bitumen Emulsion

Article Preview

Abstract:

In this study, residue binders from low penetration grade bitumen emulsions were investigated on the basis of rheology and were compared to the neat bitumen binders of which they were produced. The recovery method proposed by EN 13074 (including both recovery and stabilization process at moderate temperatures) was selected to obtain the residue binders used in the analysis, and the corresponding neat binders were treated the same for comparison. The rheological properties of residue binder from low penetration grade bitumen emulsion were evaluated using Dynamic Shear Rheometer (DSR). During the curing process, three stages were divided, and master curves of complex modulus and phase angle were constructed to allow comparison of the residue binder over a large range of frequencies for each stage. The results showed that the complex modulus increases while the phase angle decreases with curing process for the residues, indicating a better performance in terms of elasticity and stiffness.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

328-332

Citation:

Online since:

April 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Gorman, Jacinta L., Crawford, Russell J., Harding, Ian H, Bitumen Emulsions in Road Construction: A Review, Road & Transport Research. 13 (1) (2004) 25-38.

Google Scholar

[2] R. Miro´ Recasens, A. Martı´nez and F. Pe´rez Jime´nez, Assessing Heat-Adhesive Emulsions for Tack Coats, Proceedings of the Institution of Civil Engineers, Transport 158, February 2005 Issue TR1, pp.45-51.

DOI: 10.1680/tran.2005.158.1.45

Google Scholar

[3] Laith Tashman, Kitae Nam, Kim Willoughby, et al, Evaluation of Construction Practices That Influence the Bond Strength at the Interface between Pavement Layers, Journal of Performance of Constructed Facilities. 22 (3) (2008) 154-161.

DOI: 10.1061/(asce)0887-3828(2008)22:3(154)

Google Scholar

[4] Roy B. Blacklidge, U.S. Patent 7, 503, 724 B2. (2009).

Google Scholar

[5] Delmar Salomon, Martin Thompson, Graziella Durand, etc, Comparison of Rheological Properties for Recovered Residue from Emulsified Asphalt obtained by Three Recovery Procedures, Information on http: /www. technopave. com/publications/ComparisonRheologicalPropertiesSept-2008. pdf.

Google Scholar

[6] Arlis Kadrmas, Emulsified Asphalt Residue Recovery Procedures in the United States, Transportation Research Circular E-C122: Asphalt Emulsion Technology, Review of Asphalt Emulsion Residue Procedures, October (2007).

DOI: 10.17226/22011

Google Scholar

[7] E. Ray Brown, Prithvi S. Kandhal and Jingna Zhang, Performance Testing for Hot Mix Asphalt, NCAT Report 01-05, November (2001).

Google Scholar

[8] Gayle King, Helen King, Larry Galehouse, et al, Field Validation of Performance-Based Polymer-Modified Emulsion Residue Tests: The FLH Study, Chapter 4: Paper 26, Compendium of Papers from the First International Conference on Pavement Preservation (2010).

Google Scholar