Performance of an Airfield Flexible Pavement and a Novel PCN Determination Method

Author:

Bazi Gabriel1ORCID,Saboundjian Steve2,Ullidtz Per3,Briggs Robert4

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Lebanese American Univ., 211 East 46th St., New York, NY 10017 (corresponding author). ORCID: .

2. State Pavement Engineer, Alaska Dept. of Transportation and Public Facilities, 5800 East Tudor Rd., Anchorage, AK 99507.

3. Retired, Nordlysvænger 8, Helsingør DK 3000, Denmark; formerly, Per Ullidtz ApS, Gladsaxevej 342, Søborg DK 2860, Denmark.

4. Deceased December 22, 2018; formerly, Senior Engineering Advisor, Dynatest North America, Inc., 11415 Old Roswell Rd., Suite 100, Alpharetta, GA 30009.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference5 articles.

1. Barker W. R. W. N. Brabston and Y. T. Chou. 1977. “A general system for the structural design of flexible pavements.” In Proc. 4th Int. Conf. on the Structural Design of Asphalt Pavements. Lino Lakes MN: International Society for Asphalt Pavements.

2. Seasonal effects on a low-volume road flexible pavement;Bazi G.;Transp. Res. Rec.,2015

3. Heukelom W. and A. Klomp. 1962. “Dynamic testing as a means of controlling pavements during and after construction.” In Vol. 203 of Proc. Int. Conf. on the Structural Design of Asphalt Pavements 495–510. Ann Arbor MI: Univ. of Michigan.

4. North Slope Borough. 2019. “Official website of the North Slope Borough.” Accessed January 31 2019. http://www.north-slope.org/our-communities/utqiagvik.

5. Utqiagvik. 2019. “Official website of Utqiagvik.” Accessed January 31 2019. http://www.utqiagvik.us/.

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