Physiochemical, Rheological, and Oxidative aging characteristics of asphalt binder in the presence of mesoporous silica nanoparticles

Journal of Materials in Civil Engineering

Volumn 28, Issue 2, 2016, Pages

  Fini, Ellie H ^a   Hajikarimi, Pouria ^b   Rahi, Mohammad ^c   Nejad, Fereidoon Moghadas ^b  

^a North Carolina Agricultural and Technical State University   (United States)

^b AMIRKABIR UNIVERSITY OF TECHNOLOGY   (Iran)

^c Nasr Research and Development Centre   (Iran)

Author keywords

Nano modified asphalt; Nano silica; Oxidative aging; Rheology; Rutting

Indexed keywords

ADDITIVES; ASPHALT; BINDERS; BINS; ELASTICITY; FILLERS; FOURIER TRANSFORM INFRARED SPECTROSCOPY; NANOPARTICLES; ORGANIC POLYMERS; PAVEMENTS; RHEOLOGY; SCANNING ELECTRON MICROSCOPY; SILICA; SILICA FUME; SILICATES; TEMPERATURE; TIRES;

LOW TEMPERATURE CRACKING; MESOPOROUS SILICA NANOPARTICLES; MODIFIED ASPHALTS; MORPHOLOGICAL PROPERTIES; NANO SILICA; OXIDATIVE AGING; ROLLING THIN FILM OVENS; RUTTING;

AGING OF MATERIALS;

EID: 84955485453     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0001423     Document Type: Article

References (30)

1. Airey, G. D. (2002). Use of black diagrams to identify inconsistencies in rheological data. Road Mater. Pavement Des., 3(4), 403-424.
2. ASTM. (2008a). Standard test method for determining the rheological properties of asphalt binder using a dynamic shear rheometer. ASTM-D7175, West Conshohocken, PA.
3. ASTM. (2008b). Standard test method for multiple stress creep and recovery (MSCR) of asphalt binder using a dynamic shear rheometer. ASTM-D7405, West Conshohocken, PA.
4. ASTM. (2010). Standard method of test for multiple stress creep and recovery (MSCR) of asphalt binder using a dynamic shear rheometer. ASTM D7405, West Conshohocken, PA.
5. ASTM. (2012). Standard test method for effect of heat and air on a moving film of asphalt (rolling thin-film oven test). ASTM-D2872, West Conshohocken, PA.
6. Bahia, H. U., Hanson, D. I., Zeng, M., Zhai, H., Khatri, M. A., and Anderson, R. M. (2001). Characterization of modified asphalt binders in superpave mix design. NCHRP Rep. 459, Transportation Research, Board, National Research Council, Washington, DC.
7. BSI (British Standards Institution). (2010). Bitumen and bituminous binders. Determination of storage stability of modified bitumen. BS EN 13399, London, U.K.
8. Cheng, C. F., Cheng, H. H., Cheng, P. W., and Lee, Y. J. (2006). Effect of reactive channel functional groups and nanoporosity of nanoscale mesoporous silica on properties of polyimide composite. Macromolecules, 39(22), 7583-7590.
9. D'Angelo, J. (2009a). Current status of superpave binder specification. Road Mater. Pavement Des., 10, 13-24.
10. D'Angelo, J. (2009b). The relationship of the MSCR test to rutting. Road Mater. Pavement Des., 10, 61-80.
11. D'Angelo, J., Kluttz, R., Dongre, R., Stephens, K., and Zanzotto, L. (2007). Revision of the superpave high temperature binder specification: Themultiple stress creep recovery test (with discussion). Asphalt Paving Technol., 76, 123-162.
12. Delaporte, B., Di Benedetto, H., Chaverot, P., and Gauthier, G. (2008). Effect of ultrafine particles on linear viscoelastic properties of mastics and asphalt concretes. Transportation Research Record 2051, Transportation Research Board, Washington, DC, 41-48.
13. Fini, E. (2013). Synthesis and characterization. Nanotechnology, Vol. 3, Stadium Press LLC, Houston, TX.
14. Golalipour, A. (2011). Modification of multiple stress creep and recovery test procedure and usage in specification. M.S. thesis, Univ. of Wisconsin-Madison, Madison, WI.
15. Hu, Y.-H., Chen, C.-Y., and Wang, C.-C. (2004). Viscoelastic properties and thermal degradation kinetics of silica/PMMA nanocomposites. Polym. Degrad. Stab., 84(3), 545-553.
16. Kong, D., Du, X., Wei, S., Zhang, H., Yang, Y., and Shah, S. P. (2012). Influence of nano-silica agglomeration on microstructure and properties of the hardened cement-based materials. Constr. Build. Mater., 37, 707-715.
17. Liu, C. H., and Pan, C. Y. (2007). Grafting polystyrene onto silica nanoparticles via RAFT polymerization. Polymer, 48(13), 3679-3685.
18. Onochie, A., Fini, E., Yang, X., Mills-Beale, J., and You, Z. (2013). Rheological characterization of nano-particle based bio-modified binder. Transportation Research Board, Washington, DC.
19. Petersen, J. C., Barbour, F. A., and Dorrence, S. M. (1974). Catalysis of asphalt oxidation by mineral aggregate surfaces and asphalt components. Proc., Association of Asphalt Paving Technologists, Vol. 43, Univ. of Minnesota, Minneapolis, MN, 162-177.
20. Senff, L., Labrincha, J. A., Ferreira, V. M., Hotza, D., and Repette, W. L. (2009). Effect of nano-silica on rheology and fresh properties of cement pastes and mortars. Constr. Build. Mater., 23(7), 2487-2491.
21. Singh, L. P., Karade, S. R., Bhattacharyya, S. K., Yousuf, M. M., and Ahalawat, S. (2013). Beneficial role of nanosilica in cement based materials-A review. Constr. Build. Mater., 47, 1069-1077.
22. Tabatabaee, N., and Tabatabaee, H. A. (2010). Multiple stress creep and recovery and time sweep fatigue tests: Crumb rubber modified binder and mixture performance. Transportation Research Record 2180,Transportation Research Board, Washington, DC, 67-74.
23. Tayfur, S., Ozen, H., and Aksoy, A. (2007). Investigation of rutting performance of asphalt mixtures containing polymer modifiers. Constr. Build. Mater., 21(2), 328-337.
24. Yang, J., and Tighe, S. (2013). A review of advances of nanotechnology in asphalt mixtures. Procedia Soc. Behav. Sci., 96, 1269-1276.
25. Yao, H., et al. (2012a). Performance of asphalt binder blended with non-modified and polymer-modified nanoclay. Constr. Build. Mater., 35, 159-170.
26. Yao, H., et al. (2012b). Rheological properties and chemical bonding of asphalt modified with nanosilica. J. Mater. Civ. Eng., 10.1061/(ASCE) MT.1943-5533.0000690, 1619-1630.
27. You, Z., et al. (2011). Nanoclay-modified asphalt materials: Preparation and characterization. Constr. Build. Mater., 25(2), 1072-1078.
28. Yusoff, N. I. M., Breem, A. A. S., Alattug, H. N. M., Hamim, A., and Ahmad, J. (2014). The effects of moisture susceptibility and ageing conditions on nano-silica/polymer-modified asphalt mixtures. Constr. Build. Mater., 72, 139-147.
29. Zhang, M. H., and Islam, J. (2012). Use of nano-silica to reduce setting time and increase early strength of concretes with high volumes of fly ash or slag. Constr. Build. Mater., 29, 573-580.
30. Zhou, Z. A., Xu, Z., Masliyah, J. H., and Czarnecki, J. (1999). Coagulation of bitumen with fine silica in model systems. Colloids Surf., A, 148(3), 199-211.