Evaluating the impact of different types of stabilised bases on the overall performance of flexible pavements

References

• Abu-Farsakh, M. , et al ., 2011. Evaluation of factors affecting the performance of geogrid reinforced granular base material using repeated load triaxial tests. Journal of Materials in Civil Engineering , 2 (2), 72–83.
   Google Scholar
• Bradshaw, A. , Costa, J. , and Giampa, J. , 2016. Resilient moduli of reclaimed asphalt pavement aggregate subbase blends. Journal of Materials in Civil Engineering. , 28 (5), 04015206.
   Web of Science ®Google Scholar
• Coffey, S ., 2013. Developing pavement preservation and mitigation strategies using pavement ME design guide for Rhode island DOT. Unpublished thesis. Rowan University.
   Google Scholar
• Federal Aviation Administration (FAA) . 2007. Dissipated energy concepts for HMA performance: fatigue and healing . Washington, DC: Federal Aviation Administration (FAA), DOT 05-C-AT-UIUC-COE.
   Google Scholar
• Highway Research Record , 1965. Factors influencing shrinkage of soil cement . Washington, DC: Highway Research Board, Record No. 86.
   Google Scholar
• Huang, Y. , 2004. Pavement analysis and design . 2nd ed. NJ: Pearson Education.
   Google Scholar
• Hungener, M ., Partl, M. , and Morant, M. , 2014. Cold asphalt recycling with 100% reclaimed asphalt pavement and vegetable oil-based rejuvenators. Road Material and Pavement Design , 15 (2), 239–258.
   Web of Science ®Google Scholar
• Indiana Department of Transportation , 2012. Quality assessment of geogrids used for subgrade treatment . Indiana: Indiana Department of Transportation FHWA/IN/JTRP‐2012/27.
   Google Scholar
• Kirchner, H. and Gail J. , 1991. Liquid calcium chloride dust control and base stabilization of unpaved road systems. Transportation Research Record: Journal of the Transportation Research Board , 1291, 173–178.
   Google Scholar
• Ma, T. , Hao, W. , Zhao, Y. , and Huang, X.M. , 2015. Laboratory investigation on residual strength of reclaimed asphalt mixture for cold recycling. International Journal of Pavement Research and Technology , 8 (1), 17.
   Google Scholar
• Maryland State Highway Administration Office of Policy and Research , 2013. Design and evaluation of foamed asphalt base materials . Maryland: Maryland State Highway Administration, MD-13-SP909B4E.
   Google Scholar
• Mehta, Y . ([email protected]), 5 Oct 2016. FWD: Data. Email from P. Petsching ([email protected]).
   Google Scholar
• Mehta, Y. and Roque, R. , 2003. Evaluation of FWD data for determination of layer moduli of pavements. Journal of Materials in Civil Engineering. , 15 (1), 25–31.10.1061/(ASCE)0899-1561(2003)15:1(25)
   Web of Science ®Google Scholar
• Ogundipe, O. , 2014. Strength and compaction characteristics of bitumen-stabilised granular soil. International Journal of Scientific & Technology Research. , 3 (9), 218–221.
   Google Scholar
• Tang, X. , Chehab, G.R. and Palomino, A. , 2008. Evaluation of geogrids for stabilising weak pavement subgrade. International Journal of Pavement Engineering. , 9 (6), 413–429.10.1080/10298430802279827
   Google Scholar
• Tang, S. , Cao, Y. , and Labuz, J. 2012. Structural evaluation of asphalt pavements with full-depth reclaimed base . MN/RC: Minnesota Department of Transportation, 2012–2036​.
   Google Scholar
• Texas Department of Transportation Research and Technology Implementation Office , 2004. Effectiveness of minimising reflective cracking in cement-treated bases by microcracking . Texas: Texas Department of Transportation, FHWA/TX-05/0-4502-1.
   Google Scholar
• Wang, Y. , Ma, X ., and Sun, Z ., 2010. Shrinkage performance of cement-treated macadam base materials. Traffic and Transportation Studies , 2010, 1378–1386.10.1061/9780784411230
   Google Scholar
• Wilson, K ., 2016. Evaluation of pavement rehabilitation strategies on route 165 and prediction performance. Unpublished thesis. University of Rhode Island.
   Google Scholar