References
- Abu-Farsakh, M.Y., et al., 2015. Incorporating the effect of moisture variation on resilient modulus for unsaturated fine-grained subgrade soils. Transportation Research Record: Journal of the Transportation Research Board, 2510 (1), 44–53. doi: https://doi.org/10.3141/2510-06
- Amiri, H., 2004. Impact of moisture variation on stiffness response of pavements through small scale models. El Paso: The University of Texas at El Paso.
- ASTM, 2015. Standard test method for measuring deflections with a Light Weight Deflectometer (LWD). West Conshohocken, PA: ASTM International.
- Bean, E.Z., Hunt, W.F., and Bidelspach, D.A., 2007. Field survey of permeable pavement surface infiltration rates. Journal of Irrigation and Drainage Engineering, 133 (3), 249–255. doi: https://doi.org/10.1061/(ASCE)0733-9437(2007)133:3(249)
- Cary, C.E. and Zapata, C.E., 2010. Enhanced model for resilient response of soils resulting from seasonal changes as implemented in mechanistic-empirical pavement design guide. Transportation Research Record: Journal of the Transportation Research Board, 2170 (1), 36–44. doi: https://doi.org/10.3141/2170-05
- Cooper, K.E., Brown, S.F., and Pooley, G.R., 1985. The design of aggregate gradings for asphalt base courses. Association of Asphalt Paving Technologists Proceedings, 54, 324–346.
- Ekblad, J. and Isacsson, U., 2006. Influence of water on resilient properties of coarse granular materials. Road Materials and Pavement Design, 7 (3), 369–404. doi: https://doi.org/10.1080/14680629.2006.9690043
- Erlingsson, S., Rahman, S., and Salour, F., 2017. Characteristic of unbound granular materials and subgrades based on multi stage RLT testing. Transportation Geotechnics, 13, 28–42. doi: https://doi.org/10.1016/j.trgeo.2017.08.009
- Gu, F., et al., 2014. Estimation of resilient modulus of unbound aggregates using performance-related base course properties. Journal of Materials in Civil Engineering, 27 (6), 4014188. doi: https://doi.org/10.1061/(ASCE)MT.1943-5533.0001147
- Lekarp, F., Isacsson, U., and Dawson, A., 2000. State of the art. I: resilient response of unbound aggregates. Journal of Transportation Engineering, 126 (1), 66–75. doi: https://doi.org/10.1061/(ASCE)0733-947X(2000)126:1(66)
- Luo, X., et al., 2017. Mechanistic-empirical models for better consideration of subgrade and unbound layers influence on pavement performance. Transportation Geotechnics, 13, 52–68. doi: https://doi.org/10.1016/j.trgeo.2017.06.002
- Mazari, M., et al., 2014. Comparison of numerical and experimental responses of pavement systems using various resilient modulus models. Soils and Foundations, 54 (1), 36–44. doi: https://doi.org/10.1016/j.sandf.2013.12.004
- Nazarian, S., et al., 2014. Modulus-based construction specification for compaction of earthwork and unbound aggregate. Transportation Research Board, Draft Interim Report for NCHRP Project 10-84.
- Nazarian, S., Yuan, D., and Williams, R.R., 2003. A simple method for determining modulus of base and subgrade materials. ASTM Special Technical Publication, 1437, 152–164.
- NCHRP 1-37A, 2004. Development of the 2002 guide for the design of new and rehabilitated pavement structures. Washington, DC: NCHRP Project 1-37A, Transportation Research Board.
- Pratt, C.J., Mantle, J.D.G., and Schofield, P.A., 1989. Urban stormwater reduction and quality improvement through the use of permeable pavements. Water Science and Technology, 21 (8–9), 769–778. doi: https://doi.org/10.2166/wst.1989.0280
- Raad, L., Minassian, G.H., and Gartin, S., 1992. Characterization of saturated granular bases under repeated loads. Washington, DC: Transportation Research Record 1369.
- Richter, C.A., 2006. Seasonal variations in the moduli of unbound pavement layers.
- Saeed, A., Hall, J.W., and Barker, W., 2001. NCHRP Report 453: performance-related tests of aggregates for use in unbound pavement layers. Washington, DC: Transportation Research Board, National Research Council, 1–56.
- Scholz, M. and Grabowiecki, P., 2007. Review of permeable pavement systems. Building and Environment, 42 (11), 3830–3836. doi: https://doi.org/10.1016/j.buildenv.2006.11.016
- Sidess, A., Uzan, J., and Nigem, P., 2019. Fundamental characterisation of the anisotropic resilient behaviour of unbound granular materials. International Journal of Pavement Engineering. doi: https://doi.org/10.1080/10298436.2019.1605072
- Tamrakar, P. and Nazarian, S., 2017. Comparison of laboratory and field test results for granular bases. Geotechnical Frontiers 2017 GSP 277, 384–392. doi: https://doi.org/10.1061/9780784480441.040
- Tamrakar, P. and Nazarian, S., 2018. Evaluation of plate load based testing approaches in measuring stiffness parameters of pavement bases. Transportation Geotechnics, 16, 43–50. doi: https://doi.org/10.1016/j.trgeo.2018.06.005
- Tutumluer, E., 2013. Practices for unbound aggregate pavement layers. Washington, DC: NCHRP Synthesis 445, National Cooperative Highway Research Program, Transportation Research Board.
- White, D.J. and Vennapusa, P.K.R., 2017. In situ resilient modulus for geogrid-stabilized aggregate layer: a case study using automated plate load testing. Transportation Geotechnics, 11, 120–132. doi: https://doi.org/10.1016/j.trgeo.2017.06.001
- Witczak, M.W. and Uzan, J., 1988. The universal airport pavement design system. Report I of V: granular material characterization, Department of Civil Engineering, University of Maryland, College Park, MD.