382
Views
1
CrossRef citations to date
0
Altmetric
Research Article

Research of multi-axles effects on the flexible pavement based on the viscoelastic continuum damage model

, , & ORCID Icon
Pages 2765-2780 | Received 29 Dec 2020, Accepted 22 Oct 2021, Published online: 22 Nov 2021

References

  • Abu Al-Rub, R. K., Darabi, M. K., Huang, C. W., Huang, C.-W., Masad, E. A., & Little, D. N. (2012). Comparing finite element and constitutive modelling techniques for predicting rutting of asphalt pavements. International Journal of Pavement Engineering, 13(4), 322–338. https://doi.org/10.1080/10298436.2011.566613
  • Abu Al-Rub, R. K., & Kim, S. M. (2010). Computational applications of a coupled plasticity-damage constitutive model for simulating plain concrete fracture. Engineering Fracture Mechanics, 77(10), 1577–1603. https://doi.org/10.1016/j.engfracmech.2010.04.007
  • American Association of State Highway and Transportation Officials. (1993). AASHTO guide for design of pavement structures.
  • Batioja-Alvarez, D., Kazemi, S.-F., Hajj, E. Y., Siddharthan, R. V., & Hand, A. J. T. (2018). Statistical distributions of pavement damage associated with overweight vehicles: Methodology and case study. Transportation Research Record: Journal of the Transportation Research Board, 2672(9), 229–241. https://doi.org/10.1177/0361198118793243
  • Chen, T., Luan, Y., Ma, T., Zhu, J., Huang, X., & Ma, S. (2020). Mechanical and microstructural characteristics of different interfaces in cold recycled mixture containing cement and asphalt emulsion. Journal of Cleaner Production, 258, 120674. https://doi.org/10.1016/j.jclepro.2020.120674
  • Darabi, M. K., Abu Al-Rub, R. K., Masad, E. A., Huang, C.-W., & Little, D. N. (2011). A thermo-viscoelastic–viscoplastic–viscodamage constitutive model for asphaltic materials. International Journal of Solids and Structures, 48(1), 191–207. https://doi.org/10.1016/j.ijsolstr.2010.09.019
  • Ding, X., Chen, L., Ma, T., Ma, H., Gu, L., Chen, T., & Ma, Y. (2019). Laboratory investigation of the recycled asphalt concrete with stable crumb rubber asphalt binder. Construction and Building Materials, 203, 552–557. https://doi.org/10.1016/j.conbuildmat.2019.01.114
  • Haddadi, F., Ameri, M., Mirabimoghadam, M. H., & Hosseini, H. R. A. (2015). Validation of a simplified method in viscoelastic continuum damage (VECD) model developed for flexural mode of loading. Construction and Building Materials, 95, 892–897. https://doi.org/10.1016/j.conbuildmat.2015.07.184
  • Hajek, J. J. (1995). General axle load equivalency factors. Transportation Research Record, 1482, 67.
  • Kim, J., & Mun, S. (2018). An efficient computation for the multiaxial viscoelastic continuum damage analysis of pavements. KSCE Journal of Civil Engineering, 22(6), 2126–2137. https://doi.org/10.1007/s12205-018-1865-x
  • Kutay, M. E., & Lanotte, M. (2018). Viscoelastic continuum damage (VECD) models for cracking problems in asphalt mixtures. International Journal of Pavement Engineering, 19(3), 231–242. https://doi.org/10.1080/10298436.2017.1279492
  • Lee, H. J., Daniel, J. S., & Kim, Y. R. (2000). Continuum damage mechanics-based fatigue model of asphalt concrete. Journal of Materials in Civil Engineering, 12(2), 105–112. https://doi.org/10.1061/(ASCE)0899-1561(2000)12:2(105)
  • Lee, H. J., & Kim, Y. R. (1998). Viscoelastic constitutive model for asphalt concrete under cyclic loading. Journal of Engineering Mechanics, 124(1), 32–40. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:1(32)
  • Liu, H. Q., Luo, R., & Lv, H. J. (2018). Establishing continuous relaxation spectrum based on complex modulus tests to construct relaxation modulus master curves in compliance with linear viscoelastic theory. Construction and Building Materials, 165, 372–384. https://doi.org/10.1016/j.conbuildmat.2017.12.204
  • Lytton, R. L., Gu, F., Zhang, Y., & Luo, X. (2018a). Characteristics of undamaged asphalt mixtures in tension and compression. International Journal of Pavement Engineering, 19(3), 192–204. https://doi.org/10.1080/10298436.2017.1279489
  • Lytton, R. L., Zhang, Y., Gu, F., & Luo, X. (2018b). Characteristics of damaged asphalt mixtures in tension and compression. International Journal of Pavement Engineering, 19(3), 292–306. https://doi.org/10.1080/10298436.2017.1347439
  • Moon, K. H., Falchetto, A. C., & Marasteanu, M. O. (2014). Investigation of limiting criteria for low temperature cracking of asphalt mixture. KSCE Journal of Civil Engineering, 18(1), 172–181. https://doi.org/10.1007/s12205-014-0507-1
  • Norouzi, A., & Richard Kim, Y. (2017). Mechanistic evaluation of fatigue cracking in asphalt pavements. International Journal of Pavement Engineering, 18(6), 530–546. https://doi.org/10.1080/10298436.2015.1095909
  • Olidid, C., & Hein, D. (2004). Guide for the mechanistic-empirical design of new and rehabilitated pavement structures.
  • Qin, Y. H. (2016). Pavement surface maximum temperature increases linearly with solar absorption and reciprocal thermal inertial. International Journal of Heat and Mass Transfer, 97, 391–399. https://doi.org/10.1016/j.ijheatmasstransfer.2016.02.032
  • Qin, Y. H., & Hiller, J. E. (2013). Ways of formulating wind speed in heat convection significantly influencing pavement temperature prediction. Heat and Mass Transfer, 49(5), 745–752. https://doi.org/10.1007/s00231-013-1116-0
  • Sarkar, A. (2016). Numerical comparison of flexible pavement dynamic response under different axles. International Journal of Pavement Engineering, 17(5-6), 377–387. https://doi.org/10.1080/10298436.2014.993195
  • Schapery, R. A. (1984). Correspondence principles and a generalizedJ integral for large deformation and fracture analysis of viscoelastic media. International Journal of Fracture, 25(3), 195–223. https://doi.org/10.1007/BF01140837
  • Schapery, R. A. (1987). Deformation and fracture characterization of inelastic composite materials using potentials. Polymer Engineering and Science, 27(1), 63–76. https://doi.org/10.1002/pen.760270110
  • Sebaaly, P. E., & Tabatabaee, N. (1992). Effect of tire parameters on pavement damage and load-equivalency factors. Journal of Transportation Engineering-ASCE, 118(6), 805–819. https://doi.org/10.1061/(ASCE)0733-947X(1992)118:6(805)
  • Tang, F., Ma, T., Guan, Y., & Zhang, Z. (2020b). Parametric modeling and structure verification of asphalt pavement based on BIM-ABAQUS. Automation in Construction, 111, 103066. https://doi.org/10.1016/j.autcon.2019.103066
  • Tang, F., Ma, T., Zhang, J., Guan, Y., & Chen, L. (2020a). Integrating three-dimensional road design and pavement structure analysis based on BIM. Automation in Construction, 113, 103152. https://doi.org/10.1016/j.autcon.2020.103152
  • Underwood, B. S., Baek, C., & Kim, Y. R. (2012). Simplified viscoelastic continuum damage model as platform for asphalt concrete fatigue analysis. Transportation Research Record: Journal of the Transportation Research Board, 2296(1), 36–45. https://doi.org/10.3141/2296-04
  • Underwood, B. S., Kim, Y. R., & Guddati, M. N. (2010). Improved calculation method of damage parameter in viscoelastic continuum damage model. International Journal of Pavement Engineering, 11(6), 459–476. https://doi.org/10.1080/10298430903398088
  • Zhang, Y., Huang, Y., Wang, H., & Khajepour, A. (2018). A comparative study of equivalent modelling for multi-axle vehicle. Vehicle System Dynamics, 56(3), 443–460. https://doi.org/10.1080/00423114.2017.1387277
  • Zhang, Y. Q., Luo, R., & Lytton, R. L. (2012). Characterizing permanent deformation and fracture of asphalt mixtures by using compressive dynamic modulus tests. Journal of Materials in Civil Engineering, 24(7), 898–906. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000471
  • Zhu, J., Ma, T., Fan, J., Fang, Z., Chen, T., & Zhou, Y. (2020). Experimental study of high modulus asphalt mixture containing reclaimed asphalt pavement. Journal of Cleaner Production, 263(2020), 121447. https://doi.org/10.1016/j.jclepro.2020.121447

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.