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Original Articles

Three-dimensional characterisation of asphalt pavement macrotexture using laser scanner and micro element

, , , &
Pages 190-199 | Received 14 Jan 2016, Accepted 16 May 2016, Published online: 01 Jun 2017

References

  • American Society for Testing Materials (ASTM). (2015). Standard test method for measuring pavement macrotexture depth using a volumetric technique, Standard ASTM E965-15. West Conshohocken, PA: ASTM International.
  • El Gendy, A., Shalaby, A., Saleh, M., & Flintsch, G. W. (2011). Stereo-vision applications to reconstruct the 3d texture of pavement surface. International Journal of Pavement Engineering, 12(3), 263–273. doi: 10.1080/10298436.2010.546858
  • Flintsch, G. W., Izeppi, E. D. L., Saleh, M. I., & Mcghee, K. K. (2008). Area-based macrotexture measurements using stereo vision. Paper presented at the Sixth Symposium on Pavement Surface Characteristics, 2008, Portoroz, Slovenia.
  • Guo, M., Motamed, A., Tan, Y. Q., & Bhasin, A (2016). Investigating the interaction between asphalt binder and fresh and simulated RAP aggregate. Materials & Design, 105, 25–33. doi: 10.1016/j.matdes.2016.04.102
  • Guo, M., Tan, Y. Q., & Zhou, S. W. (2014). Multiscale test research on interfacial adhesion property of cold Mix asphalt. Construction and Building Materials, 68, 769–776. doi: 10.1016/j.conbuildmat.2014.06.031
  • Hou, Y., Sun, F., Sun, W., Guo, M., Xing, C., & Wu, J. (2016). Quasi-brittle fracture modeling of pre-flawed bitumen using a diffuse interface model. Advances in Materials Science and Engineering, 2016, Article ID 8751646, 7 pages.
  • Hou, Y., Wang, L., Pauli, T., & Sun, W. (2015). Investigation of the asphalt self-healing mechanism using a phase-field model. Journal of Materials in Civil Engineering, 27(3), 1–13. doi: 10.1061/(ASCE)MT.1943-5533.0001047
  • Hou, Y., Wang, L., Yue, P., Pauli, T., & Sun, W. (2014). Modeling mode I cracking failure in asphalt binder by using nonconserved phase-field model. Journal of Materials in Civil Engineering, 26(4), 684–691. doi: 10.1061/(ASCE)MT.1943-5533.0000874
  • Hou, Y., Yue, P., Wang, L., & Sun, W. (2015). Fracture failure in crack interaction of asphalt binder by using a phase field approach. Materials and Structures, 48(9), 2997–3008. doi: 10.1617/s11527-014-0372-x
  • Khoudeir, M., Brochard, J., Legeay, V., & Do, M. T. (2004). Roughness characterization through 3d textured image analysis: Contribution to the study of road wear level. Computer-Aided Civil and Infrastructure Engineering, 19(2), 93–104. doi: 10.1111/j.1467-8667.2004.00340.x
  • Li, Y., & Wang, L. (2015). Computer-aided procedure for determination of asphalt content in asphalt mixture using discrete element method. International Journal of Pavement Engineering, 68, 1–10. doi: 10.1080/10298436.2015.1057140
  • Miao, Y. H., & Song, P. P. (2014). Fractal and multifractal characteristics of 3D asphalt pavement macrotexture. Journal of Materials in Civil Engineering, 26(8), 839–844. doi: 10.1061/(ASCE)MT.1943-5533.0000912
  • Tan, Y. Q., & Guo, M. (2013a). Using surface free energy method to study the cohesion and adhesion of asphalt mastic. Construction and Building Materials, 47, 254–260. doi: 10.1016/j.conbuildmat.2013.05.067
  • Tan, Y. Q., & Guo, M. (2013b). Study on the phase behavior of asphalt mastic. Construction and Building Materials, 47, 311–317. doi: 10.1016/j.conbuildmat.2013.05.064
  • Tan, Y. Q., & Guo, M. (2014a). Interfacial thickness and interaction between asphalt and mineral fillers. Materials and Structures, 47(4), 605–614. doi: 10.1617/s11527-013-0083-8
  • Tan, Y. Q., & Guo, M. (2014b). Micro- and nano-characteration of interaction between asphalt and filler. Journal of Testing and Evaluation, 42(5), 1089–1097. doi: 10.1520/JTE20130253
  • Vallejo, L. E. (2001). Fractal assessment of the surface texture of pavements. International Journal of Pavement Engineering, 2(2), 149–156. doi: 10.1080/10298430108901723
  • Wang, D., Chen, X., Yin, C., Oeser, M., & Steinauer, B. (2013). Influence of different polishing conditions on the skid resistance development of asphalt surface. Wear, 308(s1–s2), 71–78. doi: 10.1016/j.wear.2013.09.013
  • Wang, D., Li, W., & Zhang, X. (2004). Evaluating and measuring the depth of asphalt pavement structure with digital image technology. Journal of South China University of Technology: Natural Science Edition, 32(2), 42–45.
  • Wang, D., Ueckermann, A., Schacht, A., Oeser, M., Steinauer, B., & Persson, B. N. J. (2014). Tire–road contact stiffness. Tribology Letters, 56(2), 397–402. doi: 10.1007/s11249-014-0417-x
  • Xu, H., Guo, W., & Tan, Y. (2015a). Permeability of asphalt mixtures exposed to freeze–thaw cycles. Cold Regions Science & Technology, 123, 99–106. doi: 10.1016/j.coldregions.2015.12.001
  • Xu, H.., Guo, W., & Tan, Y. (2015b). Internal structure evolution of asphalt mixtures during freeze–thaw cycles. Materials and Design, 86(12), 436–446. doi: 10.1016/j.matdes.2015.07.073
  • Xu, H., Tan, Y., & Yao, X. (2016). X-ray computed tomography in hydraulics of asphalt mixtures: Procedure, accuracy, and application. Construction & Building Materials, 108, 10–21. doi: 10.1016/j.conbuildmat.2016.01.032
  • Zhang, X., Liu, T., Liu, C., & Chen, Z. (2014). Research on skid resistance of asphalt pavement based on three-dimensional laser-scanning technology and pressure-sensitive film. Construction & Building Materials, 69(11), 49–59. doi: 10.1016/j.conbuildmat.2014.07.015

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