Derivation of Transition Probability Matrices for Pavement Deterioration Modeling-Reference-Cited by-同舟云学术

Derivation of Transition Probability Matrices for Pavement Deterioration Modeling

Published:2006-02 Issue:2 Volume:132 Page:141-161
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Ortiz-García José J.¹²³,Costello Seósamh B.¹²³,Snaith Martin S.¹²³

Affiliation:

1. Group Engineer, Atkins Highways and Transportation, The Axis, 10 Holliday St., Birmingham, B1 1TF, U.K.

2. Senior Lecturer, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland, New Zealand.

3. Professor of Highway Engineering, Civil Engineering, School of Engineering, Univ. of Birmingham, Edgbaston, Birmingham, B15 2TT, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282006%29132%3A2%28141%29

Reference14 articles.

1. Butt A. A. Shahin M. Y. Carpenter S. H. and Carnahan J. V. (1994). “Application of Markov process to PMS at network level.” Proc. 3rd Int. Conf. on Managing Pavements Vol. 2 National Academy Press Washington D.C. 159–172.

2. Costello S. B. Ortiz-Garcia J. J. and Snaith M. S. (2005). “Development of the transition matrix calculator.” Proc. 10th Int. Conf. on Civil Structural and Environmental Engineering Computing Civil-Comp Stirling U.K.

3. Costello S. B. Snaith M. S. Kerali H. G. R. Tachtsi V. T. and Ortiz-Garcia J. J. (2006). “Stochastic model for strategic assessment of road maintenance.” Proc. Institution of Civil Engineers Transport in press.

4. Darter M. I. and Hudson W. R. (1973). “Probabilistic design concepts applied to flexible pavement system design.” Rep. No. 123-18 Center for Highway Research Univ. of Texas at Austin Austin Tex.

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