References
- Archilla , R. , Ooi , P. and Sandefur , K. 2007 . Estimation of a resilient modulus model for cohesive soils using joint estimation and mixed effects . Journal of Geotechnical and Geoenvironmental Engineering , 133 ( 8 ) : 984 – 994 .
- Bayrak , M.B. , Alper , G. and Halil , C. 2005 . “ Rapid pavement backcalculation technique for evaluating flexible pavement systems ” . In Proceedings of the August 2005 Mid-Continent Transportation Research Symposium, Ames, IA
- Bredenhann , S.J. and van de Ven , M.F.C. 2004 . “ Application of artificial neural networks in the back-calculation of flexible pavement layer moduli from deflection measurements ” . In Proceedings 8th Conference on Asphalt Pavements for Southern Africa (CAPSA '04), Sun City, South Africa
- Ceylan , H. , Kim , S. and Gopalakrishnan , K. 2007 . “ Hot mix asphalt dynamic modulus prediction models using neural network approach ” . In Proceedings of the ANNIE 2007, ASME, New York
- Ceylan , H. , Gopalakrishnan , K. and Kim , S. 2008 . Advanced approaches to hot-mix asphalt dynamic modulus prediction . Canadian Journal of Civil Engineering , 35 ( 7 ) : 699 – 707 .
- Ceylan , H. , Schwartz , C.W. , Kim , S. and Gopalakrishnan , K. 2009 . Accuracy of predictive models for dynamic modulus of hot mix asphalt . Journal of Materials in Civil Engineering, ASCE , 21 ( 6 ) : 286 – 293 .
- George, K.P., 2004. Prediction of resilient modulus from soil index properties, Rep. No. FHWA/MS-DOT-RD-04-172, University of Mississippi
- Goldberg , D.E. 1989 . Genetic algorithms in search, optimization, and machine learning , New York, USA : Addison-Wesley .
- Hall , M. , Frank , E. , Holmes , G. , Pfahringer , B. , Reutemann , P. and Witten , I.H. 2009 . The WEKA data mining software: an update . SIGKDD Explorations , 11 ( 1 )
- Hashash , Y.M.A. , Ghaboussi , J. , Fu , Q. and Marulanda , C. 2006 . “ Constitutive soil behavior representation via artificial neural networks: a shift from soil models to soil behavior data ” . In Proceedings of GeoCongress, ASCE, Atlanta, GA
- Malla , R. and Joshi , S. 2007 . Resilient modulus prediction models based on analysis of LTPP data for subgrade soils and experimental verification . Journal of Transportation Engineering , 133 ( 9 ) : 491 – 504 .
- Mohammad , L.N. , Huang , B. , Puppala , A.J. and Allen , A. 1999 . Regression model for resilient modulus of subgrade soils . Transportation Research Record , 1687 : 47 – 54 .
- Mohammad, L., Titi, H. and Herath, A., 2002. Effect of moisture content and dry unit weight on the resilient modulus of subgrade soils predicted by cone penetration test, Final Report No. 355, Louisiana Transportation Research Center, Baton Rouge, Louisiana, USA
- Mohammad, L.N., Gaspard, K., Herath, A. and Nazzal, M., 2008. Comparative evaluation of subgrade resilient modulus from non-destructive, in-situ, and laboratory methods, Final Report, Louisiana Department of Transportation/FHWA Report No. 736-07-0406
- NCHRP, 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures, Final Rep. NCHRP 1-37A (submitted by ARA, Inc., ERES Consultants Division), National Research Council, Transportation Research Board, Washington, D.C., ( http://www.trb.org/mepdg/guide.htm ) (January 2, 2008)
- Nisbet , R. , Elder , J. and Miner , G. 2009 . Handbook of statistical analysis and data mining applications , Burlington, MA, USA : Academic Press .
- Rumelhart , D.E. , Hinton , G.E. and Williams , R.J. 1986 . Learning representations by back-propagating errors . Nature , 323 : 533 – 536 .
- Statsoft, INC. 2011 . STATISTICA Data Miner Tulsa, OK
- TRB Circular, 1999. Use of artificial neural networks in geomechanical and pavement systems, Transportation Research Board, National Research Council, Washington, D.C. Report No. E-C012
- Witten , I.H. , Frank , E. and Hall , M.A. 2011 . Data mining: practical machine learning tools and techniques , 3rd Ed. , Burlington, MA, USA : Elsevier .
- Yau, A. and Von Quintus, H., 2002. Study of laboratory resilient modulus test data and response characteristics, Report No. FHWA-RD-02-051, FHWA, U.S. DOT, Washington, DC