Evaluation of the Federal Aviation Administration’s Rigid Airfield Pavement Cracking Failure Models

Author:

Kaya Orhan1ORCID,Ceylan Halil2,Kim Sunghwan3,Rezaei-Tarahomi Adel4

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Adana Alparslan Türkeş Science and Technology Univ., Sarıçam, Adana 01250, Turkey (corresponding author). ORCID: .

2. Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA 50011.

3. Research Scientist, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA 50011.

4. Research Associate, Turner-Fairbank Highway Research Center, Federal Highway Administration, Mclean, VA 22101.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference10 articles.

1. Brill D. R. G. F. Hayhoe and L. Ricalde. 2005. “Analysis of CC2 rigid pavement test data from the FAA’s national airport pavement test facility.” In Proc. 7th Int. Conf. on the Bearing Capacity of Roads Railways and Airfields (CD-ROM). Trondheim Norway: Norwegian Univ. of Science and Technology.

2. Brill D. R. and I. Kawa. 2014. “Relative performance of CC6 concrete pavement test items at the FAA national airport pavement test facility.” In Proc. 2014 FAA Worldwide Airport Technology Transfer Conf. Galloway Township NJ: Richard Stockton College of New Jersey and United States Federal Aviation Administration.

3. Brill D. R. and I. Kawa. 2017. “Advances in FAA pavement thickness design software: FAARFIELD 1.41.” In Proc. Int. Conf. on Highway Pavements and Airfield Technology. Philadelphia: Transportation & Development Institute of the ASCE. https://doi.org/10.1061/9780784480953.009.

4. Gould, P. L. 1993. Introduction to linear elasticity. New York: Springer.

5. Gross, D., and T. Seelig. 2011. Fracture mechanics with an introduction to micromechanics. Berlin: Springer.

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