[1] Hudson W R, Hass R, Uddin W. Infrastructure management[M]. McGraw Hill, 1997.
[2] Irrgang F C, Maze T H. Status of pavement management systems and data analysis models at state highway agencies [J]. Transportation Research Record, 1993(1397): 1-6.
[3] National Quality Initiative Steering Committee. National highway user survey [R]. Washington DC:National Quality Initiative Steering Committee, 1996.
[4] National Quality Initiative Steering Committee. National highway user survey [R]. Washington DC:National Quality Initiative Steering Committee, 2001.
[5] National Quality Initiative Steering Committee. National highway user survey [R]. Washington DC:National Quality Initiative Steering Committee, 2002.
[6] National Academy of Sciences. The AASHO road test, pavement research, Special Report 61E [R]. Washington DC: Highway Research Board, National Academy of Sciences, 1962.
[7] American Association of State Highway and Transportation Officials. AASHTO guide for design of pavement structures[R]. Washington DC: American Association of State Highway and Transportation Officials, 1993.
[8] Darter M L, Hudson W R. Probabilistic design concepts applied to flexible pavement system design, Report No.123-18 [R]. Austin, TX, DSA: University of Texas at Austin, 1973.
[9] Haas R, Hudson W R, Zaniewski J P. Modern pavement management [M]. Malabar, FL, USA: Krieger Publishing Co., 1994.
[10] Hudson W R. State-of-the-art in predicting pavement reliability from input variability, Report No. FAA-RD-75-207 [R]. Vicksburg: US Army Waterways Experiment Station, 1975.
[11] Cambridge Systematics, Inc. A guidebook for performance-based transportation planning, NCHRP Report 446 [R]. Washington DC: National Academy Press, 2000.
[12] Gillespie T D, Sayers M W, Segel L. Calibration of response-type road roughness measurement systems, NCHRP Report 228 [R]. Washington DC: National Cooperative Highway Research Program, 1980.
[13] Federal Highway Administration. VESYS 3A-M user manual [M]. Washington DC:Office of Research and Development, Federal Highway Administration, 1983.
[14] Alsherri A, George K P. Reliability model for pavement performance[J]. Journal of Transportation Engineering, ASCE, 1988, 114(5): 294-306.
[15] Jorge K P, Alsherri A, Shah N S. Reliability analysis of premium pavement design features[J]. Journal of Transportation Engineering, ASCE, 1988, 114(3): 278-293.
[16] Kenis W. Predicted design procedure for flexible pavement using the VESYS structural subsystem[C]//Proc Fourth Int Conf Struct Design of Asphalt Pavements. Ann Arbor, MI, USA: University of Michigan, 1977: 101-130.
[17] Kenis W, Wang W. Analysis of pavement structural variability, FHWA-RD-97-072 [R].Washington DC: Federal Highway Administration, 1997.
[18] Kher R K, Darter M I. Probabilistic concepts and their applications to AASHTO interim guide for design of rigid pavements[J]. Highway Research Record, 1973(466): 20-36.
[19] Lemer A C, Moavenzadeh F. Reliability of highway pavements[J]. Highway Research Record, 1971(362): 1-8.
[20] Sun L, Hudson W R, Zhang Z. Empirical-mechanistic method based stochastic modeling of fatigue damage to predict flexible pavement fatigue cracking for transportation infrastructure management [J]. Journal of Transportation Engineering, ASCE, 2003, 129(2): 109-117.
[21] Yoder E J, Witczak M W. Principles of pavement design[M]. New York: John Wiley & Sons, Inc, 1975.
[22] Draper N R, Smith H. Applied regression analysis[M]. 4th ed. New York: John Wiley & Sons, Inc, 1998.
[23] Johnston J, DiNardo J. Econometric methods[M]. 4th ed. McGraw-Hill, 1997.
[24] Wallace S W. Decision making under uncertainty: Is sensitive analysis of any use?[J]. Operations Research, 2000, 48(1): 20-25.
[25] Lehmer D H. Mathematical methods in large-scale computing units[J]. Annals of the Computation Laboratory of Harvard University, 1951, 26: 141-146.
[26] Law A M, Kelton W D. Simulation modeling and analysis[M]. 3rd ed. McGraw-Hill, Inc. 2000.
[27] Marsaglia G, Bray T A. A convenient method for generating normal variables[J]. SIAM Review, 1964, 6: 260-264.