Implementation framework of the UIUC aggregate base rutting model

References

• Barksdale, R.D, 1972. Laboratory evaluation of rutting in base course materials. In: Proceedings of the 3rd international conference on the structural design of asphalt pavements, 11–15 September 1972, London, 161–174.
   Google Scholar
• Brown, S.F. and Chan, F., 1996. Reduced rutting in unbound granular pavement layers through Improved Grading design. Proceedings of the Institution of Civil Engineers, Transport, 117 (1), 40–49. doi: 10.1680/itran.1996.28142
   Web of Science ®Google Scholar
• Chow, L.C, 2014. Permanent deformation behavior of unbound granular materials and rutting model development. Thesis (M.S.). University of Illinois at Urbana-Champaign.
   Google Scholar
• Chow, L.C., Mishra, D., and Tutumluer, E., 2014a. Aggregate base course material testing and rutting model development. University of Illinois, Final Report, FHWA/NC/2013-18.
   Google Scholar
• Chow, L.C., Mishra, D., and Tutumluer, E., 2014b. Framework for development of an improved unbound aggregate base rutting model for mechanistic–empirical pavement design. Transportation Research Record: Journal of the Transportation Research Board, 2401, 11–21. doi: 10.3141/2401-02
   Web of Science ®Google Scholar
• Cunningham, C.N., Evans, T., and Akhtar, A., 2013. Gradation effects on the mechanical response of crushed stone aggregate. The International Journal of Pavement Engineering, 14, 231–241. doi: 10.1080/10298436.2012.690518
   Web of Science ®Google Scholar
• Draper, N and Smith, H., 1981. Applied regression analysis. Series in probability and Mathematical Statistics. New York: Wiley.
   Google Scholar
• Ghabchi, R., et al., 2013. Effect of gradation and source properties on stability and drainability of aggregate bases: a laboratory and field study. The International Journal of Pavement Engineering, 14, 274–290. doi: 10.1080/10298436.2012.711475
   Web of Science ®Google Scholar
• Gidel, G., et al., 2001. Nouvelle Approche Pour L’étude des Déformations Permanentes des Graves Non Traitées A L’appareil A Chargement Répétés. Bulletin des Laboratoire des Ponts et Chausées, 233 (233), 5–21.
   Google Scholar
• Lekarp, F. and Dawson, A., 1998. Modelling permanent deformation behaviour of unbound granular materials. Construction and Building Materials, 12 (1), 9–18. doi: 10.1016/S0950-0618(97)00078-0
   Web of Science ®Google Scholar
• Lekarp, F., Isacsson, U., and Dawson, A, 2000. State of the art. II: permanent strain response of unbound aggregates. ASCE Journal of Transportation Engineering, 126 (1), 76–83. doi: 10.1061/(ASCE)0733-947X(2000)126:1(76)
   Web of Science ®Google Scholar
• Mishra, D, 2012. Aggregate characteristics affecting response and performance of unsurfaced pavements on weak subgrades. Thesis (PhD). University of Illinois at Urbana-Champaign.
   Google Scholar
• Moaveni, M, 2015. Advanced image analysis and techniques for degradation characterization of aggregates. Thesis (PhD). University of Illinois at Urbana-Champaign.
   Google Scholar
• Moaveni, M., et al., 2016. Morphological characterization of railroad ballast degradation trends in the field and laboratory. Transportation Research Record, 2545, 89–99. doi: 10.3141/2545-10
   Google Scholar
• Monismith, C.L., Ogawa, N., and Freeme, C.R., 1975. Permanent deformation characteristics of subgrade soils due to repeated loading. Transportation Research Record, 537, 1–17.
   Google Scholar
• Qamhia, I., et al., 2016. A framework to utilize shear strength properties for evaluating rutting potentials of unbound aggregate materials. Procedia Engineering, 143, 911–920. doi: 10.1016/j.proeng.2016.06.155
   Google Scholar
• Qamhia, I., et al., 2017. Dense-graded aggregate base gradation influencing rutting model predictions. Transportation Geotechnics, 13, 43–51. doi: 10.1016/j.trgeo.2017.07.002
   Web of Science ®Google Scholar
• Tao, M., et al., 2010. Application of shakedown theory in characterizing traditional and recycled pavement base materials. Journal of Transportation Engineering, 136 (3), 214–222. doi: 10.1061/(ASCE)0733-947X(2010)136:3(214)
   Web of Science ®Google Scholar
• Thom, N.H. and Brown, S.F., 1988. The effect of grading and density on the mechanical properties of a crushed dolomitic limestone. In: Proceedings of the 14th ARRB conference, Canberra, 14 (7), 94–100.
   Google Scholar
• Thompson, M.R., 1998. State of the art: unbound base performance. In: 6th Annual symposium of the international center for aggregate research, Saint Louis, MO, 1998.
   Google Scholar
• Tutumluer, E., et al., 2018. Impact of quarry gradation and material properties on base course aggregate testing and rutting model calibration. University of Illinois, Final Report, FHWA/NC/2015-23.
   Google Scholar
• Tutumluer, E., Mishra, D., and Butt, A., 2009. Characterization of Illinois aggregates for subgrade replacement and subbase. University of Illinois, Final Report, Illinois Center for Transportation (ICT) R27-1 Project.
   Google Scholar
• Werkmeister, S., Dawson, A.R., and Wellner, F., 2004. Pavement design model for unbound granular materials. ASCE Journal of Transportation Engineering, 130 (5), 665–674. doi: 10.1061/(ASCE)0733-947X(2004)130:5(665)
   Web of Science ®Google Scholar