Incorporation of Reliability into Airport Pavement Design Using Backcalculated Pavement Layer Moduli-Reference-Cited by-同舟云学术

Incorporation of Reliability into Airport Pavement Design Using Backcalculated Pavement Layer Moduli

Published:2017-08-24 Issue: Volume: Page:
ISSN:
Container-title:Airfield and Highway Pavements 2017
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Author:

Ji Richard¹²²,Wang Zilong¹²²,Sabahfar Nassim¹²²

Affiliation:

1. Federal Aviation Administration, Airport Technology R&D Branch, William J. Hughes Technical Center, ANG-E262, Atlantic City International Airport, Egg Harbor Township, NJ 08234.

2. Gemini Technologies, Inc., 3153 Fire Rd., Egg Harbor Township, NJ 08234.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480953.002

Reference23 articles.

1. AASHTO. (2008). Mechanistic-Empirical Pavement Design Guide- A Manual of Practice Interim Edition.

2. American Association of State Highway and Transportation Officials (AASHTO). (1993). Guide for Design of Pavement Structure.

3. Chou Y. T. (1997). Reliability Design of Flexible Airfield Pavements Elastic Layer Method. Transportation Research Record No. 1568 Transportation Research Board Washington D.C. pp. 124-130.

4. Darter M. I. and Hudson W. R. (1973). Probabilistic Design Concepts Applied to Flexible Pavement System Design Report 123-18 Center for Transportation Research University of Texas at Austin.

5. FAA. (2009). Advisory Circular 150/5320-6E Airport Pavement Design and Evaluation.

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