Comparative Analysis of Using AASHTO and WESDEF Approaches in Back-calculation of Pavement Layer Moduli-Reference-Cited by-同舟云学术

Comparative Analysis of Using AASHTO and WESDEF Approaches in Back-calculation of Pavement Layer Moduli

Published:2003-05 Issue:3 Volume:129 Page:322-329
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Hassan Hossam F.¹,Mousa Ragab M.²,Gadallah Ahmed Atef³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Sultan Qaboos Univ., P.O. Box 33, Al-Khod, PC 123, Sultanate of Oman.

2. Technical Manager, Renardet S. A. & Partners, P.O. Box 579, Code 113, Muscat, Sultanate of Oman; formerly, Professor, Public Works Dept., Faculty of Engineering, Cairo Univ., Cairo, Egypt.

3. Professor, Public Works Dept., Faculty of Engineering, Cairo Univ., Cairo, Egypt.

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%3A3%28322%29

Reference11 articles.

1. AASHTO guide for design of pavement structures . (1993). AASHTO Washington D.C.

2. AASHTO guide for design of pavement structures Vol. 2. (1986). AASHTO Washington D.C.

3. Ali N. A. and Khosla N. P. (1987). “Determination of layer moduli using a falling weight deflectometer.” Transportation Research Record 1117 Transportation Research Board Washington D.C. 1–10.

4. Elliot R. P. and Thornton S. I. (1988). “Resilient modulus and AASHTO pavement design.” Transportation Research Record 1196 Transportation Research Board Washington D.C. 116–124.

5. Impact of FWD Testing Variability on Pavement Evaluations

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