VECD investigation and quantification of rest period healing within pulse-rest loading

References

• Ashouri, M., 2014. Modeling microdamage healing in asphalt pavements using viscoelastic continuum damage theory. Thesis (PhD). North Carolina State University.
   Google Scholar
• Bhasin, A., et al., 2008. A framework to quantify the effect of healing in bituminous materials using material properties. Road Materials and Pavement Design, 9 (sup1), 219–242. doi: 10.1080/14680629.2008.9690167
   Web of Science ®Google Scholar
• Castorena, C., et al., 2017. Development of small specimen geometry for asphalt mixture performance testing. NCHRP IDEA Project N-181. Transportation Research Board.
   Google Scholar
• Chehab, G.R., 2002. Characterization of asphalt concrete in tension using a viscoelastoplastic model. Thesis (PhD). North Carolina State University.
   Google Scholar
• Daniel, J.S. and Kim, Y.R., 2002. Development of a simplified fatigue test and analysis procedure using a viscoelastic continuum damage model. Journal of the Association of Asphalt Paving Technologists, 71, 619–650.
   Google Scholar
• Karki, P., Li, R., and Bhasin, A., 2015. Quantifying overall damage and healing behaviour of asphalt materials using continuum damage approach. International Journal of Pavement Engineering, 16 (4), 350–362. doi: 10.1080/10298436.2014.942993
   Web of Science ®Google Scholar
• Kim, Y.R., et al., 2009. Development of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures. FHWA-HRT-08-073. U.S. Department of Transportation.
   Google Scholar
• Kutay, M.E. and Lanotte, M., 2018. Viscoelastic continuum damage (VECD) models for cracking problems in asphalt mixtures. International Journal of Pavement Engineering, 19 (3), 231–242. doi: 10.1080/10298436.2017.1279492
   Web of Science ®Google Scholar
• Lee, H.J. and Kim, Y.R., 1998a. Viscoelastic constitutive model for asphalt concrete under cyclic loading. Journal of Engineering Mechanics, 124 (1), 32–40. doi: 10.1061/(ASCE)0733-9399(1998)124:1(32)
   Web of Science ®Google Scholar
• Lee, H.J. and Kim, Y.R., 1998b. Viscoelastic continuum damage model of asphalt concrete with healing. Journal of Engineering Mechanics, 124 (11), 1224–1232. doi: 10.1061/(ASCE)0733-9399(1998)124:11(1224)
   Web of Science ®Google Scholar
• Lee, H.J., Norouzi, A., and Kim, Y.R., 2017. Determining specimen geometry of cylindrical specimens for direct tension fatigue testing of asphalt concrete. Journal of Testing and Evaluation, 45 (2), 613–623. doi: 10.1520/JTE20140357
   Web of Science ®Google Scholar
• Lu, X., Soenen, H., and Redelius, P., 2003. Fatigue and healing characteristics of bitumens studied using dynamic shear rheometer. In: M.N. Partl, ed. Sixth international RILEM symposium on performance testing and evaluation of bituminous, 14–16 April 2003, Zurich. Switzerland: RILEM Publications SARL, 408–415.
   Google Scholar
• Nascimento, L.A.H.D., 2015. Implementation and validation of the viscoelastic continuum damage theory for asphalt mixture and pavement analysis in Brazil. Thesis (PhD). North Carolina State University.
   Google Scholar
• Qiu, J., et al., 2012. Cracking and healing modelling of asphalt mixtures. In: A. Scarpas, N. Kringos, I. Al-Qadi, and L.A, eds. 7th RILEM International Conference on Cracking in Pavements, 20–22 June 2012. Delft, Netherlands: Springer, 1135–1144.
   Google Scholar
• Roque, R., et al., 2010. Top-down cracking of hot-mix asphalt layers: models for initiation and propagation. NCHRP Report 01-42A. Transportation Research Board.
   Google Scholar
• Schapery, R.A., 1984. Correspondence principles and a generalized J integral for large deformation and fracture analysis of viscoelastic media. International Journal of Fracture, 25 (3), 195–223. doi: 10.1007/BF01140837
   Web of Science ®Google Scholar
• Schapery, R.A., 1990. A theory of mechanical behavior of elastic media with growing damage and other changes in structure. Journal of the Mechanics and Physics of Solids, 38 (2), 215–253. doi: 10.1016/0022-5096(90)90035-3
   Web of Science ®Google Scholar
• Shen, S., Chiu, H.M., and Huang, H., 2010. Characterization of fatigue and healing in asphalt binders. Journal of Materials in Civil Engineering, 22 (9), 846–852. doi: 10.1061/(ASCE)MT.1943-5533.0000080
   Web of Science ®Google Scholar
• Underwood, B.S., Kim, Y.R., and Guddati, M.N., 2010. Improved calculation method of damage parameter in viscoelastic continuum damage model. International Journal of Pavement Engineering, 11 (6), 459–476. doi: 10.1080/10298430903398088
   Web of Science ®Google Scholar
• Underwood, B.S. and Zeiada, W.A., 2014. Characterization of microdamage healing in asphalt concrete with a smeared continuum damage approach. Transportation Research Record: Journal of the Transportation Research Board, 2447, 126–135. doi: 10.3141/2447-14
   Web of Science ®Google Scholar
• Van den bergh, W. and Van de Ven, M.F.C., 2012. The influence of ageing on the fatigue and healing properties of bituminous mortars. Procedia – Social and Behavioral Sciences, 53, 256–265. doi: 10.1016/j.sbspro.2012.09.878
   Google Scholar
• Zeiada, W.A., 2012. Endurance limit for HMA based on healing phenomenon using viscoelastic continuum damage analysis. Thesis (PhD). Arizona State University.
   Google Scholar