410
Views
10
CrossRef citations to date
0
Altmetric
Articles

Probabilistic approach to characterise laboratory rutting behaviour of asphalt concrete mixtures

& ORCID Icon
Pages 384-396 | Received 03 Nov 2017, Accepted 21 May 2018, Published online: 08 Jun 2018

References

  • AASHTO T 324, 2008. Standard method of test for Hamburg wheel-track testing of compacted hot-mix asphalt (HMA). Washington, DC: American Association of State Highway and Transportation Officials.
  • AASHTO TP 63, 2008. Determining rutting susceptibility of asphalt paving mixtures using the asphalt pavement analyzer (APA). American Association of State Highway and Transportation Officials.
  • Alaswadko, N. and Hassan, R., 2016. Rutting progression models for light duty pavements. International Journal of Pavement Engineering, 54 (0), 1–11.
  • Al-Humeidawi, B.H., 2016. Experimental characterization of rutting performance of HMA designed with aggregate gradations according to superpave and Marshall methods. World Journal of Engineering and Technology, 4 (03), 477–487. doi: 10.4236/wjet.2016.43048
  • Al-Suhaibani, A., Al-Mudaiheem, J., and Al-Fozan, F., 1992. Effect of filler type and content on properties of asphalt concrete mixes. Effects of aggregates and mineral fillers on asphalt mixture performance, ASTM International.
  • Anderson, T.W. and Darling, D.A., 1954. A test of goodness of fit. Journal of the American statistical association, 49 (268), 765–769. doi: 10.1080/01621459.1954.10501232
  • Aschenbrener, T., 1995. Evaluation of Hamburg wheel-tracking device to predict moisture damage in hot-mix asphalt. Transportation Research Record, 1492, 193–201.
  • Aschenbrener, T., Terrel, R., and Zamora, R., 1994. Comparison of the Hamburg wheel-tracking device and the environmental conditioning system to pavements of known stripping performance. Final Report, Colorado Department of Transportation.
  • Asphalt institute, 1995. Mix Design-Superpave Series No. 2 (SP-2).
  • Asphalt Institute Manual Series 2, 1997. Mix design methods for asphalt concrete and other hot-mix types. Asphalt Institute, 2.
  • ASTM D2041-11, 2011. Standard test method for theoretical maximum specific gravity and density of bituminous paving mixtures. Philadelphia, PA: American Society for Testing and Materials.
  • ASTM D2726-08, 2008. Standard test method for bulk specific gravity and density of non-absorptive compacted bituminous mixtures. Philadelphia, PA: American Society for Testing and Materials.
  • ASTM D4402-06, 2006. Standard test method for viscosity determination of asphalt at elevated temperatures using a rotational viscometer. West Conshohocken, PA: ASTM International.
  • ASTM D6927-06, 2006. Standard test method for Marshall stability and flow of bituminous mixtures. Philadelphia, PA: American Society for Testing and Materials.
  • Azari, H. and Mohseni, A., 2015. Precision of the hamburg wheel-track test. Transportation Research Record: Journal of the Transportation Research Board, 2506, 137–148. doi: 10.3141/2506-15
  • Bonnot, J., 1986. Asphalt aggregate mixtures. Transportation Research Record: Journal of the Transportation Research Board, 1096, 42–51.
  • Burnham, K.P., and Anderson, D.R., 2003. Model selection and multimodel inference: a practical information-theoretic approach. New York: Springer Science & Business Media.
  • Carpenter, S.H. and Enockson, L., 1987. Field analysis of rutting in overlays of concrete interstate pavements in Illinois. Transportation Research Record: Journal of the Transportation Research Board, 1136, 45–56.
  • Chen, X., Huang, B., and Xu, Z., 2007. Comparison between flat rubber wheeled loaded wheel tester and asphalt pavement analyzer. Road Materials and Pavement Design, 8 (3), 595–604. doi: 10.1080/14680629.2007.9690090
  • Collins, R., Shami, H., and Lai, J., 1996. Use of Georgia loaded wheel tester to evaluate rutting of asphalt samples prepared by superpave gyratory compactor. Transportation Research Record: Journal of the Transportation Research Board, 1545, 161–168. doi: 10.1177/0361198196154500121
  • Crawley, M.J., 2012. The R book. Chichester: John Wiley & Sons.
  • Cross, S.A. and Brown, E.R., 1992. Selection of aggregate properties to minimize rutting of heavy duty pavements. Effects of aggregates and mineral fillers on asphalt mixture performance, ASTM International.
  • Delignette-Muller, M.L. and Dutang, C., 2015. fitdistrplus: An R package for fitting distributions. Journal of Statistical Software, 64 (4), 1–34. doi: 10.18637/jss.v064.i04
  • Francken, L., 1977. Pavement deformation law of bituminous road mixes in repeated triaxial compression. Proc., 4th international conference on the structural design of asphalt pavements, Volume I, University of Michigan, Ann Arbor, Aug.
  • Guo, R., and Prozzi, J.A., 2009. A statistical analysis of Hamburg wheel tracking device testing results. Road Materials and Pavement Design, 10 (Suppl 1), 327–335. doi: 10.1080/14680629.2009.9690249
  • Hossain, N., Singh, D., and Zaman, M., 2016. Sensitivity of traffic input parameters on rutting performance of a flexible pavement using Mechanistic Empirical Pavement Design Guide. International Journal of Pavement Research and Technology, Sustainability on Pavement Engineering, 9 (6), 450–459. doi: 10.1016/j.ijprt.2016.09.003
  • Ihaka, R. and Gentleman, R., 1996. R: A language for data analysis and graphics. Journal of Computational and Graphical Statistics, 5 (3), 299–314.
  • IRC: 111, 2009. Specification for dense graded bituminous mix. New Delhi: Indian Road Congress.
  • IS: 1203-1978, 1978. Methods for testing tar and bituminous materials: determination of penetration. New Delhi: Bureau of Indian Standards (BIS).
  • IS : 1205-1978, 1978. Methods for testing tar and bituminous materials: determination of softening point. New Delhi: Bureau of Indian Standards (BIS).
  • IS : 1208-1978, 1978. Methods for testing tar and bituminous materials: determination of ductility. New Delhi: Bureau of Indian Standards (BIS).
  • IS 2386-1, 1963. Methods of test for aggregates for concrete, Part I: particle size and shape. New Delhi: Bureau of Indian Standards (BIS).
  • IS 2386-3, 1963. Methods of test for aggregates for concrete, Part 3: Specific gravity, density, voids, absorption and bulking. New Delhi: Bureau of Indian Standards (BIS).
  • IS 2386-4, 1963. Methods of test for aggregates for concrete, Part 4: mechanical properties. New Delhi: Bureau of Indian Standards (BIS).
  • IS: 73, 2006. Paving bitumen – specification. New Delhi: BIS.
  • Izzo, R. and Tahmoressi, M., 1999. Use of the Hamburg wheel-tracking device for evaluating moisture susceptibility of hot-mix asphalt. Transportation Research Record: Journal of the Transportation Research Board, 1681, 76–85. doi: 10.3141/1681-10
  • Kandhal, P.S. and Cooley, L.A., 2002. Evaluation of permanent deformation of asphalt mixtures using loaded wheel tester. Asphalt Paving Technology, 71, 739–753.
  • Kandhal, P. and Mallick, R., 2001. Effect of mix gradation on rutting potential of dense-graded asphalt mixtures. Transportation Research Record: Journal of the Transportation Research Board, 1767, 146–151. doi: 10.3141/1767-18
  • Lai, J.S., 1986. Evaluation of rutting characteristics of asphalt mixes using loaded-wheel tester. Georgia Department of Transportation. Research Project Report 8609.
  • Laio, F., Di Baldassarre, G., and Montanari, A., 2009. Model selection techniques for the frequency analysis of hydrological extremes. Water Resources Research, 45 (7), 267. doi: 10.1029/2007WR006666
  • Lee, K.W. and Al-Dhalaan, M.A., 1989. Rutting, asphalt mix-design, and proposed test road in Saudi Arabia. Implication of Aggregates in the Design, Construction, and Performance of Flexible Pavements, ASTM International.
  • Lee, C.-J., White, T.D., and West, T.R., 1999. Effect of fine aggregate angularity on asphalt mixture performance. Joint Transportation Research Project, West Lafayette, IA: Purdue University.
  • Ma, T., et al., 2018. Simulation of wheel tracking test for asphalt mixture using discrete element modelling. Road Materials and Pavement Design, 19 (2), 367–384. doi: 10.1080/14680629.2016.1261725
  • MasseyJr, F.J., 1951. The Kolmogorov-Smirnov test for goodness of fit. Journal of the American statistical Association, 46 (253), 68–78. doi: 10.1080/01621459.1951.10500769
  • Moghaddam, T.B., Soltani, M., and Karim, M.R., 2014. Experimental characterization of rutting performance of polyethylene terephthalate modified asphalt mixtures under static and dynamic loads. Construction and Building Materials, 65, 487–494. doi: 10.1016/j.conbuildmat.2014.05.006
  • ODOT, 2005. Contractor mix design guidelines for asphalt concrete. Oregon Department of Transportation (ODOT).
  • Oluwasola, E.A., Hainin, M.R., and Aziz, M.M.A., 2015. Evaluation of rutting potential and skid resistance of hot mix asphalt incorporating electric arc furnace steel slag and copper mine tailing. Indian Journal of Engineering and Materials Sciences, 22 (5), 550–558.
  • Ouni, A.E., Dony, A., and Colin, J., 2014. Probabilistic parametric approach for rutting evaluation: application to hot and warm asphalt. International Journal of Pavement Engineering, 15 (1), 58–65. doi: 10.1080/10298436.2012.725473
  • Parker, F., and Brown, E.R., 1993. A study of rutting of alabama asphalt pavements. Alabama: Alabama Department of Transportation.
  • Poulikakos, L.D., and Partl, M.N., 2003. A comparison of Swiss and Japanese porous asphalt through various mechanical tests. Swiss Transport Research Conference, Ascona.
  • Radhakrishnan, V., et al., 2017. Evaluation of wheel tracking and field rutting susceptibility of dense bituminous mixes. Road Materials and Pavement Design, 0 (0), 1–20.
  • Scholz, F.W., 1985. Maximum likelihood estimation. Encyclopedia of statistical sciences.
  • Shami, H., et al., 1997. Development of temperature-effect model for predicting rutting of asphalt mixtures using Georgia loaded wheel tester. Transportation Research Record: Journal of the Transportation Research Board, 1590, 17–22. doi: 10.3141/1590-03
  • Sousa, J.B., et al., 1994. Permanent deformation response of asphalt-aggregate mixes (Rep. No. SHRP-A, 415). Washington, DC: Strategic Highway Research Program, National Research Council.
  • Stuart, K.D. and Izzo, R.P., 1995. Correlation of Superpave G*/sin δ with rutting susceptibility from laboratory mixture tests. Transportation Research Record, 1492, 176–183.
  • Viglione, A., 2008. Model selection techniques for the frequency analysis of hydrological extremes: the MSClaio2008 R function. Brazil: Federal University of Paraná.
  • Vrieze, S.I., 2012. Model selection and psychological theory: a discussion of the differences between the Akaike information criterion (AIC) and the Bayesian information criterion (BIC). Psychological methods, 17 (2), 228–243. doi: 10.1037/a0027127
  • West, R.C., 1999. A ruggedness study of the asphalt pavement analyzer rutting test. Memorandum to the asphalt pavement analyzer group and new apa owners.
  • Williams, R. and Prowell, B., 1999. Comparison of laboratory wheel-tracking test results with ees track performance. Transportation Research Record: Journal of the Transportation Research Board, 1681, 121–128. doi: 10.3141/1681-15
  • Yildirim, Y. and Kennedy, T.W., 2001. Correlation of field performance to hamburg wheel tracking device results. Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin.
  • Yildirim, Y., et al., 2007. Hamburg wheel-tracking database analysis. Texas Department of Transportation and Federal Highway Administration, FHWA/TX-05/0-1707-7.

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.