References
- Bing, L. and Shakir, S., 2000. Structural evaluation of rigid pavement sections. Road Materials and Pavement Design, 1 (1–2), 97–117.
- Bryce, J., et al., 2013. Developing a network-level structural capacity index for structural evaluation of pavements.
- Chen-Ming, K. and Tsai, T.Y., 2014. Significance of subgrade damping on structural evaluation of pavements. Road Materials and Pavement Design, 15 (2), 455–464.
- Elseifi, M., Abdel-Khalek, A., and Dasari, K., 2012. Implementation of rolling wheel deflectometer (RWD) in PMS and pavement preservation. Baton Rouge, LA: Louisiana Transportation Research Center, FHWA/11.492.
- Elseifi, M.A., et al. Evaluation and validation of a model to predict pavement structural number using rolling wheel deflectometer (RWD) data. In: Transportation Research Board 94th annual meeting No. 15-4276, 2015.
- Fernando, E. G., Liu, W., and Ryu, D., 2001. Development of a procedure for temperature correction of backcalculated AC modulus. Texas Transportation Institute, Texas A & M University System, (No. FHWA/TX-02/1863-1).
- Flora, W.F., Ong, G.P.R., and Sinha, K.C., 2010. Development of a structural index as an integral part of the overall pavement quality in the INDOT PMS.
- García, J.A.R. and Castro, M., 2011. Analysis of the temperature influence on flexible pavement deflection. Construction and Building Materials, 25 (8), 3530–3539.10.1016/j.conbuildmat.2011.03.046
- Highways Department, 2009. Guidance note on backcalculation layer moduli and estimation of residual life using falling weight deflectometer test data. RD/GN/027A.
- Khattak, M.J., et al., 2007. Development of uniform sections for PMS inventory and application. No. FHWA/LA. 08/430.
- Khattak, M.J., Baladi, G.Y., and Xiaoduan, S., 2009. Development of index based pavement performance models for pavement management system (PMS) of LADOTD. No. FHWA/LA. 08/460.
- Kumlai S., Sangpetngam, B., and Chalermpong, S., 2014. Development of equations for determining layer elastic moduli using pavement deflection characteristics. Transportation Research Board, No. 14-0976.
- Kutay, M., Chatti, K., and Lei, L., 2011. Backcalculation of dynamic modulus mastercurve from falling weight deflectometer surface deflections. Transportation Research Record: Journal of the Transportation Research Board, 2227, 87–96.10.3141/2227-10
- Mack, J.W. Using remaining service life as the national performance measure of pavement assets 2. In: Annual meeting of the Transportation Research Board, Vol. 30, No. 31, 2013.
- Pigozzi, F., et al., Implementation of deflection bowl measurements for structural evaluations at network level of airport pavement management system. In: FAA worldwide airport technology transfer conference No. P10082, 2014.
- Rada, G.R., et al. Emerging tools for use in pavement preservation treatment selection. In: 93rd Transportation Research Board annual meeting, No. 14-1284, 2014.
- Richardson, D. N. Determination of AASHTO layer coefficients for granular materials by use of resilient modulus. In: Presented at the 37th annual UMR asphalt conference, 1994.
- Shahin, M.Y., 2005. Pavement management for airports, roads, and parking lots. Springer Science.
- Southgate, H. F., 1991. Sensitivity study of 1986 AASHTO guide for design of pavement structures.
- Taha, M.R., et al., 2013. The effect of temperature changes on elastic modulus of flexible pavements. Jurnal Kejuruteraan (Journal of Engineering), 24, 7–14.
- Ullidtz, P., 1987. Pavement analysis. New York: Elsevier Science.
- Zhang, Z., et al. Evaluation of the pavement structural condition at network level using falling weight deflectometer (FWD) data. In: 82 nd annual meeting of the Transportation Research Board, 2003