References
- AASHTO . 2008 . “ Chapter title ” . In Mechanistic–empirical pavement design guide, interim edition: a manual of practice , Washington, DC : American Association of State Highway and Transportation Officials (AASHTO) .
- Cygwin, 2008. Cygwin user's guide [online]. Available from: http://cygwin.com/cygwin-ug-net/cygwin-ug-net.html
- Eddy, J. and Lewis, K., 2001. Effective generation of Pareto sets using genetic programming. Proceedings of ASME design engineering technical conferences and computers and information in engineering conference, 9–12 September, No. DETC2001/DAC-21094, Pittsburgh, PA
- Eldred , M. 2006a . Sandia technical report SAND2006‐4005 , Livermore, CA : Sandia National Laboratories . Updated September, 2007
- Eldred , M. 2006b . DAKOTA, a multilevel parallel object-oriented framework for design optimization, parameter estimation, uncertainty quantification and sensitivity analysis: version 4.0 users manual , Sandia Technical Report SAND2006-6337 Livermore, CA : Sandia National Laboratories .
- Friedman , J. 1991 . Multivariate adaptive regression splines . Annals of Statistics , 19 ( 1 ) : 1 – 141 .
- Haas , R. , Hudson , W. and Zaniewski , J. 1973 . Modern pavement management , Melbourne, FL : Krieger Publishing Co .
- Hadi , M.N.S. and Arfiadi , Y. 2001 . Optimum rigid pavement design by genetic algorithms . Computers and Structures , 79 ( 17 ) : 1617 – 1624 .
- Hart, W., 2007. The COLINY project [online]. Available from: http://software.sandia.gov/Acro/Coliny/
- HMD . 1985 . Highway design and maintenance model, HMD-III , Baltimore, MD : The Johns Hopkins University Press .
- Hudson , W. and McCullough , B. 1973 . Flexible pavement design and management system formulation , NCHRP Report 139 Washington, DC : Highway Research Board .
- Mamlouk , M.S. , Zaniewski , J.P. and He , W. 2000 . Analysis and design optimization of flexible pavement . Journal of Transportation Engineering , 126 ( 2 ) : 161 – 167 .
- Meza , J. 1994 . OPT++: an object-oriented class library for nonlinear optimization , Sandia Technical Report SAND94-8225 Livermore, CA : Sandia National Laboratories .
- NCHRP, 2007. MEPDG software [online]. Available from: http://www.trb.org/mepdg/ , Version 1.0
- Paterson , W. 1989 . A transferable casual model for predicting roughness progression in flexible pavements , Transp. Res. Rec. 1215 Washington, DC : Transportation Research Board .
- Pryke , A. , Evdorides , H. and Ermaileh , R. 2006 . Optimization of pavement design using a genetic algorithm , July 16–21 1095 – 1098 . Vancouver, BC, Canada
- Rouphail , N. 1985 . Minimum-cost design of flexible pavements . Journal of Transportation Engineering, ASCE , 117 ( 2 ) : 189 – 209 .
- Sanchez-Silva , M. 2005 . Reliability based design optimization of asphalt pavements . International Journal of Pavement Engineering , 6 ( 4 ) : 281 – 294 .
- Scullion, T. and Michalak, C., 1997. Flexible pavement design system (FPS) 19W: user's manual, Technical report 1987–2, College Station, TX: Texas Transportation Institute, Texas A&M University
- Tethys, 2008. Tethys solutions [online]. Available from: http://www.tethyssolutions.com/macro-automation.htm
- Vanderplaats, G., 1973. CONMIN – a FORTRAN program for constrained function minimization, Technical Report Tm X-62282, NASA see also Addendum to Technical Memorandum, 1978