Micromechanics approach to calculate the adsorbed asphalt film thickness on mineral fillers and evaluate physiochemical interactions

References

• Al-Khateeb, G. G., 2016. Conceptualizing the asphalt film thickness to investigate the Superpave VMA criteria. The International Journal of Pavement Engineering, 10, 957–965.
   Google Scholar
• Al-Khateeb, G. G., et al., 2023. Microscopy-based approach for measuring asphalt film thickness and its impact on hot-mix asphalt performance. Case Studies in Construction Materials, 18, e01711.
   Google Scholar
• Al-Khateeb, G. G., and Shenoy, A., 2019. Mixture-property-independent asphalt film thickness model. Materials Today Communications, 19, 482–486.
   Web of Science ®Google Scholar
• Awwad, M. T., 2007. Hot Mix asphalt using light weight aggregate concrete. Journal of Applied Sciences, 7 (7), 1924–e01929.
   Google Scholar
• Buttlar, W., et al., 1999. Understanding asphalt mastic behavior through micromechanics. Transportation Research Record: Journal of the Transportation Research Board, 1681, 157–169.
   Google Scholar
• Cheng, Y., et al., 2016. Influence of the properties of filler on high and medium temperature performances of asphalt mastic. Construction and Building Materials, 118, 268–275.
   Web of Science ®Google Scholar
• Christensen, R. M., and Lo, K. H., 1979. Solutions for effective shear properties in three phase sphere and cylinder models. Journal of the Mechanics and Physics of Solids, 27, 315–330.
   Web of Science ®Google Scholar
• Clopotel, C., and Bahia, H., 2013. The effect of bitumen polar groups adsorption on mastics properties at low temperatures. Road Materials and Pavement Design, 14, 38–51.
   Web of Science ®Google Scholar
• Cosme, R. L., Teixeira, J., and Calmon, J. L., 2016. Use of frequency sweep and MSCR tests to characterize asphalt mastics containing ornamental stone residues and LD steel slag. Construction and Building Materials, 122, 556–566.
   Web of Science ®Google Scholar
• Davis, C., and Castorena, C., 2015. Implications of physico–chemical interactions in asphalt mastics on asphalt microstructure.Construction and Building Materials, 94: 83-89.
   Web of Science ®Google Scholar
• Delaporte, B., et al., 2007. Linear viscoelastic properties of bituminous materials: from binders to mastics. Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions, 76, 455–494.
   Google Scholar
• Guo, M., et al., 2017a. Improvement of evaluation indicator of interfacial interaction between asphalt binder and mineral fillers. Construction and Building Materials, 151, 236–245.
   Web of Science ®Google Scholar
• Guo, M., Bhasin, A., and Tan, Y., 2017b. Effect of mineral fillers adsorption on rheological and chemical properties of asphalt binder. Construction and Building Materials, 141, 152–159.
   Web of Science ®Google Scholar
• Herve, E., and Zaoui, A., 1993. N-layered inclusion-based micromechanical modelling. International Journal of Engineering Science, 31, 1–10.
   Web of Science ®Google Scholar
• Hesami, E., Birgisson, B., and Kringos, N., 2014. Numerical and experimental evaluation of the influence of the filler–bitumen interface in mastics. Materials and Structures, 47, 1325–1337.
   Web of Science ®Google Scholar
• Li, F., and Yang, Y., 2020. Understanding the temperature and loading frequency effects on physicochemical interaction ability between mineral filler and asphalt binder using molecular dynamic simulation and rheological experiments. Construction and Building Materials, 244, 118311.
   Web of Science ®Google Scholar
• Li, F., Yang, Y., and Wang, L., 2020. Evaluation of physicochemical interaction between asphalt binder and mineral filler through interfacial adsorbed film thickness. Construction and Building Materials, 252, 119135.
   Web of Science ®Google Scholar
• Liu, G., et al., 2017. Applicability of evaluation indices for asphalt and filler interaction ability. Construction and Building Materials, 148, 599–609.
   Web of Science ®Google Scholar
• Liu, G., et al., 2020. Quantitative comparison of evaluation indices for asphalt–filler interaction ability within filler critical volume fraction. Road Materials and Pavement Design, 21 (4), 906–926.
   Web of Science ®Google Scholar
• Liu, Z., and Wang, Y., 2019. Laboratory research on asphalt mastic modified with activated carbon powder: rheology, micro-structure, and adhesion. Road Materials and Pavement Design, 1: 1-18.
   Google Scholar
• Loeber, L., et al., 1996. New direct observations of asphalts and asphalt binders by scanning electron microscopy and atomic force microscopy. Journal of Microscopy, 182 (1), 32–39.
   Web of Science ®Google Scholar
• Lu, X., et al., 2005. Wax morphology in bitumen. Journal of Materials Science, 40 (8), 1893–1900.
   Web of Science ®Google Scholar
• Moon, K. H., et al., 2014. Development of high performance asphalt mastic using fine taconite filler. KSCE Journal of Civil Engineering, 18, 1679–1687.
   Web of Science ®Google Scholar
• Moon, K. H., et al., 2017. Mechanical performance of asphalt mortar containing hydrated lime and EAFSS at low and high temperatures. Materials, 10, 743.
   PubMed Web of Science ®Google Scholar
• Naveed, H., et al., 2019. Effect of mineral fillers on the performance, rheological and dynamic viscosity measurements of asphalt mastic. Construction and Building Materials, 222, 390–399.
   Web of Science ®Google Scholar
• Nguyen, X., et al., 1999. Waxes and asphaltenes in crude oils. Organic Geochemistry, 30 (2), 119–132.
   Web of Science ®Google Scholar
• Pauli, A. T., et al., 2011. Morphology of asphalts, asphalt fractions and model wax-doped asphalts studied by atomic force microscopy. International Journal of Pavement Engineering, 12 (4), 291–309.
   Web of Science ®Google Scholar
• Rochlani, M., et al., 2019. Influence of filler properties on the rheological, cryogenic, fatigue and rutting performance of mastics. Construction and Building Materials, 227 (10), 116974.1-116974.11.
   Google Scholar
• Shashidhar, N., and Shenoy, A., 2002. On using micromechanical models to describe dynamic mechanical behavior of asphalt mastics. Mechanics of Materials, 34, 657–118669.
   Web of Science ®Google Scholar
• Shu, X., and Huang, B., 2008. Dynamic modulus prediction of HMA mixtures based on the viscoelastic micromechanical model. Journal of Materials in Civil Engineering, 20, 530–538.
   Web of Science ®Google Scholar
• Tan, Y. Q., and Guo, M., 2013. Using surface free energy method to study the cohesion and adhesion of asphalt mastic. Construction and Building Materials, 47, 254–260.
   Web of Science ®Google Scholar
• Tan, Y. Q., Li, X. L., and Wu, J. T., 2012. Internal influence factors of asphalt-aggregate filler interactions based on rheological characteristics. Journal of Materials in Civil Engineering, 24 (12), 1520–1528.
   Web of Science ®Google Scholar
• Underwood, B. S., and Kim, Y. R., 2014. A four phase micro-mechanical model for asphalt mastic modulus. Mechanics of Materials, 75, 13–33.
   Web of Science ®Google Scholar
• Wang, H., et al., 2011. Effect of mineral filler characteristics on asphalt mastic and mixture rutting potential. Transportation Research Record: Journal of the Transportation Research Board, 2208, 33–39.
   Web of Science ®Google Scholar
• Wang, Z., et al., 2020. Micromechanical prediction model of viscoelastic properties for asphalt mastic based on morphologically representative pattern approach. Advances in Materials Science and Engineering, 5, 1–12.
   Google Scholar
• Wang, J., Guo, M., and Tan, Y., 2018. Study on application of cement substituting mineral fillers in asphalt mixture. International Journal of Transportation Science and Technology, 7, 189–198.
   Google Scholar
• Xu, G., and Wang, H., 2016. Study of cohesion and adhesion properties of asphalt concrete with molecular dynamics simulation. Computational Materials Science, 112: 161-169.
   Web of Science ®Google Scholar
• Zhu, X., et al., 2020. Effect of filler on thermodynamic and mechanical behaviour of asphalt mastic: a MD simulation study. International Journal of Pavement Engineering, 21, 1248-1262.
   Web of Science ®Google Scholar