Comparison of Fatigue Resistance of HMA and WMA Mixtures Modified by SBS

Author:

Fakhri Mansour,Ghanizadeh Ali Reza,Omrani Hamed

Publisher

Elsevier BV

Subject

General Medicine

Reference27 articles.

1. Brits,C.H., (2004) Sasobit investigation. Report No. 100035/S9/2004/11/05/CHB/Av/1,Geostrada Engineering Materials Laboratory, South Africa.

2. Chowdhury, A., & Button, J.W. (2008). A review of warm mix asphalt (No. SWUTC/08/473700-00080-1). Texas Transportation Institute, the Texas A&M University System.

3. Damm, K.W., Abraham, J., Butz, T., Hildebrand, G., & Riebeschl, G. (2002). Asphalt flow improvers as ‘intelligent fillers’ for hot asphalts– A new chapter in asphalt technology. Journal of Applied Asphalt Bitumen Technology, 2(1), pp.36-69.

4. D’Angelo, J.A., Harm, E.E., Bartoszek, J.C., Baumgardner, G.L., Corrigan, M.R., Cowsert, J.E., . & Yeaton, B.A. (2008). Warm-mix asphalt: European practice (No. FHWA-PL-08-007).

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