641
Views
33
CrossRef citations to date
0
Altmetric
Original Articles

Development of morphological properties of road surfacing aggregates during the polishing process

, , , , &
Pages 367-380 | Received 23 Jul 2015, Accepted 02 Aug 2015, Published online: 07 Oct 2015

References

  • Allam, L.M. and Ebrahimpour, A., 2014. Comparative analysis of Idaho and micro-deval aggregate degradation test methods. Journal of Materials Civil Engineering, 26, 198–201.10.1061/(ASCE)MT.1943-5533.0000771
  • Arasan, S., et al., 2011. Correlation between shape of aggregate and mechanical properties of asphalt concrete. Road Materials and Pavement Design, 12 (2), 239–262.
  • Bathina, M., 2005. Quality analysis of the aggregate imaging system (AIMS) measurements. Master’s Thesis. Texas A&M University, College Station, TX.
  • Chen, X.H. and Wang, D.W., 2011. Fractal and spectral analysis of aggregate surface profile in polishing process. Wear, 271, 2746–2750.10.1016/j.wear.2011.05.024
  • Chen, J.S., Chang, M.K., and Lin, K.Y., 2005. Influence of coarse aggregate shape on the strength of asphalt concrete mixtures. Journal of the Eastern Asia Society for Transportation Studies, 6, 1062–1075.
  • Chen, X.H., Steinauer, B., and Wang, D.W., 2011. Evolution of aggregate surface microtexture due to tyre-polishing. Journal of Central South University of Technology, 18, 185–191.
  • Collop, A.C., McDowell, G.R., and Lee, Y.W., 2006. Modelling dilation in an idealized asphalt mixture using discrete element modeling. Granular Matter, 8, 175–184.10.1007/s10035-006-0013-3
  • Cooley, L.A. Jr., and James, R.S., 2003. Micro-deval testing of aggregates in the southeast. Transportation Research Record, No. 1837, Transportation Research Board, TRB. Washington, DC: National Research Council.
  • Do, M.-T., et al., 2007. Pavement polishing – development of a dedicated laboratory test and its correlation with road results. Wear, 263, 36–42.10.1016/j.wear.2006.12.086
  • Do, M.-T., et al., 2009. Physical model for the prediction of pavement polishing. Wear, 267, 81–85.10.1016/j.wear.2008.11.012
  • Dunford, A.M., et al., 2012. Three-dimensional characterization of surface texture for road stones undergoing simulated traffic wear. Wear, 292–293, 188–196.10.1016/j.wear.2012.05.010
  • Jamkar, S.S. and Rao, C.B.K., 2004. Index of aggregate particle shape and texture of coarse aggregate as a parameter for concrete mix proportioning. Cement and Concrete Research, 34 (11), 2021–2027.10.1016/j.cemconres.2004.03.010
  • Kane, M., Do, M., and Piau, J., 2010. On the study of polishing of road surface under traffic load. Journal Transportation Engineering, 136 (1), 45–51.10.1061/(ASCE)0733-947X(2010)136:1(45)
  • Kane, M., Artamendi, I., and Scarpas, T., 2013. Long-term skid resistance of asphalt surfacings: correlation between Wehner–Schulze friction values and the mineralogical composition of the aggregates. Wear, 303, 235–243.10.1016/j.wear.2013.03.022
  • Lanaro, F. and Tolppanen, P., 2002. 3D characterization of coarse aggregates. Engineering Geology, 65 (1), 17–30.10.1016/S0013-7952(01)00133-8
  • Lang, A.P., et al., 2007. Prediction of coarse aggregate performance by micro-deval and other soundness, strength, and intrinsic particle property tests. Transportation Research Board, TRB. Washington, DC: National Research Council, Transportation Research Record, No. 2026.
  • Lee, J.R.J., Smith, M.L., and Smith, L.N., 2007. New approach to the three-dimensional quantification of angularity using image analysis of the size and form of coarse aggregates. Engineering Geology, 91 (2–4), 254–264.10.1016/j.enggeo.2007.02.003
  • Liu, Y. 2011. Discrete element methods for asphalt concrete: development and application of user-defined microstructural models and a viscoelastic micromechanical model. Dissertation. Michigan Technological University.
  • Liu, Y. and You, Y., 2009. Visualization and simulation of asphalt concrete with randomly generated three-dimensional models. Journal of Computing in Civil Engineering, 23, 340–347.10.1061/(ASCE)0887-3801(2009)23:6(340)
  • Mahmoud, E. and Masad, E., 2007. Experimental methods for the evaluation of aggregate resistance to polishing, abrasion, and breakage. Journal of Materials in Civil Engineering, 19 (11), 977–985.10.1061/(ASCE)0899-1561(2007)19:11(977)
  • Masad, E., 2005. Aggregate imaging system (AIMS): basics and applications. Texas Transportation Institute, Project 5-1707-01.
  • Masad, E., Little, D., and Sukhwani, R., 2004. Sensitivity of HMA performance to aggregate shape measured using conventional and image analysis methods. Road Materials and Pavement Design, 5 (4), 477–498.10.1080/14680629.2004.9689982
  • Masad, E., et al., 2009. Predicting asphalt mixture skid resistance based on aggregate characteristics, texas transportation institute. College Station, TX: Texas A&M University, Research Report 09/0-5627-1.
  • Masad, E., Kassem, E., and Little, D., 2011. Characterization of materials in the state of Qatar. Road Materials and Pavement Design, 12 (4), 739–765.
  • Özturan, T. and Cecen, C., 1997. Effect of coarse aggregate type on mechanical properties of concretes with different strengths. Cement and Concrete Research, 27 (2), 165–170.10.1016/S0008-8846(97)00006-9
  • Pan, T., Tutumluer, E., and Carpenter, S.H., 2006. Effect of coarse aggregate morphology on permanent deformation behavior of hot mix asphalt. Journal of Transportation Engineering, 132 (7), 580–589.10.1061/(ASCE)0733-947X(2006)132:7(580)
  • Ranganjaru, P.R. and Edlinski, J., 2008. Comparative evaluation of micro-deval abrasion test with other toughness/abrasion resistance and soundness tests. Journal of Materials in Civil Engineering, 20 (5), 343–351.
  • Rezaei, A. and Masad, E., 2013. Experimental-based model for predicting the skid resistance of asphalt pavements. International Journal of Pavement Engineering, 14 (1), 24–35.10.1080/10298436.2011.643793
  • Roque, R., Ravanshad, A., and Lopp, G., 2013. Use of aggregate image measurement system (AIMS) to evaluate aggregate polishing in friction surfaces. Final Report, University of Florida.
  • Singh, D., Zaman, M., and Commuri, S., 2012. Inclusion of aggregate angularity, texture, and form in estimating dynamic modulus of asphalt mixes. Road Materials and Pavement Design, 13 (2), 327–344.10.1080/14680629.2011.650088
  • Snilsberg, B., et al., 2008. Evaluation of different laboratory methods for simulation of pavement wear and road dust generation. Road Materials and Pavement Design, 9 (1), 287–304.
  • Wang, D., et al., 2013. Influence of different polishing conditions on the skid resistance development of asphalt surface. Wear, 308, 71–78.10.1016/j.wear.2013.09.013
  • Wang, L.B., et al., 2013. Evaluation of aggregate imaging techniques for the quantification of morphological characteristics. Journal of the Transportation Research Board, 2335, 39–49.
  • Wang, D., et al., 2015. Evaluation of aggregate resistance to wear with micro-deval test in combination with aggregate imaging techniques. Wear, 338–339, 288–296.
  • Wu, J., Collop, A.C., and McDowell, G., 2008. Discrete element modelling of low temperature monotonic compression tests in an idealized asphalt mixture. In: 6th RILEM international conference on cracking in pavements, Chicago, IL, 395–403.
  • Zelelew, H.M., et al., 2013. An improved image processing technique for asphalt concrete X-ray CT images. Road Materials and Pavement Design, 14 (2), 341–359.10.1080/14680629.2013.794370

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.