[1] Tarefder R A, Bateman D. Design of optimal perpetual pavement structure [J]. Journal of Transportation Engineering, 2012, 138:157-175.
[2] Cui P, Sun L J, Zhang L. Perpetual pavement design criterions[C]//International Conference on Transportation Engineering. Chengdu, China, 2007, 2007:106-111.
[3] El-Hakim M Y, Tighe S L. Sustainability of perpetual pavement designs [J]. Transportation Research Record, 2012, 2304: 10-16.
[4] Gopalakrishnan K, Thompson M R. Use of deflection basin parameters to characterize structural degradation of airport flexible pavements [J]. Geotechnical Special Publication, 2005, 130-142:1-15.
[5] Zhou L, Ni F J, Zhao Y J. Evaluation method for transverse cracking in asphalt pavements on freeways [J]. Transportation Research Record, 2010, 2153:97-105.
[6] Zhou L, Ni F J, Zhao Y J. Impact of environment temperature and vehicle loading on rutting development in asphalt concrete pavement [J]. Journal of Highway and Transportation Research and Development, 2011, 28(3):42-47.(in Chinese)
[7] Mandapaka V, Basheer I, Sahasi K, et al. Mechanistic-empirical and life-cycle cost analysis for optimizing flexible pavement maintenance and rehabilitation [J]. Journal of Transportation Engineering, 2012, 138(5): 625-633.
[8] Lee E-B, Kim C, Harvey J T. Selection of pavement for highway rehabilitation based on life-cycle cost analysis [J]. Transportation Research Record, 2011, 2227:23-32.
[9] Federal Highway Administration. Life-cycle cost analysis in pavement design[S]. Washington, DC: Federal Highway Administration, 1998.
[10] Chen C, Flintsch G W. Fuzzy logic pavement maintenance and rehabilitation triggering approach for probabilistic life-cycle cost analysis [J]. Transportation Research Record, 2007, 1990: 80-91.
[11] The Ministry of Transportation of China. JTG H10—2009 Highway maintenance technical specifications[S]. Beijing: People’s Communications Press, 2009.