Review of a Procedure for Calibrating Unbound Layer Rutting Model in Flexible Airfield Pavements Using Accelerated Pavement Testing Data
Permanent deformation or rutting is one of the failure mechanisms used for designing flexible airfield pavements. Current model used in the Federal Aviation Administration (FAA) design software relates pavement rutting life to vertical strain at the top of subgrade layer. This paper proposes a more fundamental model that can predict the accumulation of permanent deformation in each individual unbound layer. The process for calibrating the proposed model using the accelerated pavement testing data is reviewed in the paper. It was found that vertical strain at the top of unbound layer is a valid option for correlating with permanent deformation. It is believed that the process outlined in this paper can be used to further calibrate the model with extra data sets and eventually lead to a better rutting model for use in mechanistic-empirical airfield pavement designs.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/9780784480953
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Supplemental Notes:
- © 2017 American Society of Civil Engineers.
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Corporate Authors:
American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, VA United States 20191-4400 -
Authors:
- Wu, Rongzong
- Harvey, John
- Ren, Qi
- Garg, Navneet
- Jones, Davis
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Conference:
- International Conference on Highway Pavements and Airfield Technology 2017
- Location: Philadelphia Pennsylvania, United States
- Date: 2017-8-27 to 2017-8-30
- Publication Date: 2017
Language
- English
Media Info
- Media Type: Web
- Pagination: pp 163-172
- Monograph Title: Airfield and Highway Pavements 2017: Airfield Pavement Technology and Safety
Subject/Index Terms
- TRT Terms: Accelerated tests; Airport runways; Calibration; Flexible pavements; Mechanistic-empirical pavement design; Rutting
- Uncontrolled Terms: Rutting models; Unbound pavement layers; Vertical strain
- Subject Areas: Aviation; Design; Pavements;
Filing Info
- Accession Number: 01690562
- Record Type: Publication
- ISBN: 9780784480953
- Files: TRIS, ASCE
- Created Date: Dec 31 2018 10:00PM