Rutting Prediction of Asphalt Pavement Layer Using C-ϕ Model-Reference-Cited by-同舟云学术

Rutting Prediction of Asphalt Pavement Layer Using C-ϕ Model

Published:2004-09 Issue:5 Volume:130 Page:675-683
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Fwa T. F.¹,Tan S. A.²,Zhu L. Y.³

Affiliation:

1. Professor, Center for Transportation Research, Dept. of Civil Engineering, National Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 119260, Republic of Singapore (corresponding author).

2. Associate Professor, Center for Transportation Research, Dept. of Civil Engineering, National Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 119260, Republic of Singapore.

3. Research Engineer, Center for Transportation Research, Dept. of Civil Engineering, National Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 119260, Republic of Singapore.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282004%29130%3A5%28675%29

Reference22 articles.

1. Ameri-Gaznon M. (1989). “Permanent deformation potential in asphalt concrete overlays over Portland cement concrete pavements.” PhD thesis Texas A&M University College Station Tex.

2. Asphalt Institute. (1997). Mix design methods for asphalt Manual Series No. 2 6th Ed. Lexington Ky.

3. Endersby V. A. (1951). “The history and theory of triaxial testing and the preparation of realistic test specimens.” Special Technical Publication STP No. 106 American Society for Testing and Materials Philadelphia 112–137.

4. Finn F. N. (1967). “Factors Involved in the design of asphalt pavement surfaces.” The National Co-operative Highway Research Program NCHRP Rep. No. 39 Transportation Research Board Washington D.C.

5. Compaction of Asphalt Mixtures for Laboratory Testing: Evaluation Based on Density Profile

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