Incremental Nonlinear Model for Predicting Pavement Serviceability-Reference-Cited by-同舟云学术

Incremental Nonlinear Model for Predicting Pavement Serviceability

Published:2003-11 Issue:6 Volume:129 Page:635-641
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Prozzi Jorge A.¹,Madanat Samer M.²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, The Univ. of Texas, ECJ 6.8, Austin, TX 78712. (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, 114 McLaughlin, Berkeley, CA 94720.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282003%29129%3A6%28635%29

Reference14 articles.

1. American Association of State Highways and Transportation Officials (AASHTO). (1981). AASHO Interim Guide for the Design of Pavement Structures AASHTO Washington D.C.

2. Archilla A. R. (2000). “Developing of rutting progression models by combining data from multiple sources.” PhD dissertation Univ. of California Berkeley Calif.

3. Development of a Pavement Rutting Model from Experimental Data

4. Carey W. N. and Irick P. E. (1960). “The pavement serviceability performance concept.” Highway Research Bulletin No. 250 Highway Research Board Washington D.C. 40–58.

5. Christison J. T. (1986). Pavement response to heavy vehicle test program: Part 2—Load equivalency factors Vol. 9 Technical Steering Committee of the Vehicle Weights and Dimensions Study Canroad Transportation Research Corporation Ottawa.

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