Travel demand modeling to simulate traffic loads for pavement deterioration curves: dealing with aggregate data at urban and regional scales
Author:
Affiliation:
1. Department of Building, Civil and Environmental Engineering, Concordia University, 1515 St. Catherine Ouest, Montreal, QC H3G1M8, Canada.
Publisher
Canadian Science Publishing
Subject
General Environmental Science,Civil and Structural Engineering
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cjce-2015-0295
Reference35 articles.
1. AASHTO. 1985. AASHTO Guide for the Design of Pavement Structures (Appendix EE). American Association of State Highway and Transportation Officials, Washington, DC.
2. AASHTO. 1993. AASHO Guide for the Design of Pavement Structures. American Association of State Highway and Transportation Officials, Washington, DC.
3. Macroscopic Optimum System for Management of Pavement Rehabilitation
4. Simulating Freight Traffic between Atlantic Canada and Québec to Support Pavement Management on New Brunswick’s Regional Highways
5. Amin, M.S.R. 2015. The Pavement Performance Modeling: Deterministic vs Stochastic Approaches. In Numerical Methods for Multiscale and Multiphysics in Reliability and Safety. Edited by S. Kadry and A. El Hami. Springer, Switzerland, pp. 179–196.
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