@article{1220dafd6e61474db917fc136b5bfcc3,
title = "Flexible Pavement Resiliency and Mitigation Strategies Following Adverse Environmental Events",
abstract = "Water accelerates flexible pavement damage in various ways, including subgrade and granular pavement materials strength reduction, frost heave, swelling of expansive subgrade soils, and asphalt binder stripping of aggregate in asphalt concrete (AC) mixes. This paper presents case studies of AC pavement sections in the U.S. that withstood high moisture events with limited effect on pavement performance and no immediate need for major maintenance or rehabilitation actions. The case studies comprise pavement sections in Florida and Louisiana that were subjected to catastrophic flooding events, a pavement section in Delaware that is constantly exposed to tidal water level variations, and pavement sections in Montana and Minnesota that experience seasonal freeze-thaw. These cases illustrated that flexible pavements could withstand climatic changes when appropriately designed and constructed. Mechanically or chemically stabilized subgrade, proper drainage, and/or minimizing plastic fines in unbound layers are all techniques that could effectively control moisture damage.",
keywords = "design and rehabilitation of asphalt pavements, infrastructure, pavement design, pavements, resilient pavements, sustainable and resilient pavements",
author = "Ester Tseng and Al-Qadi, {Imad L.} and Erol Tutumluer and Qamhia, {Issam I.A.} and Hasan Ozer",
note = "The authors would like to acknowledge the support of the National Asphalt Pavement Association (NAPA) for sponsoring the study presented here. Additionally, the authors would like to acknowledge the following individuals and organizations who assisted in providing information on the case studies presented: Guangming Wang, Charles Holzschuher and Bouzid Choubane of the Florida Department of Transportation (FDOT); James Pappas of the Delaware Department of Transportation (DelDOT); Mostafa Elseifi of Louisiana State University; D. J. Berg, Mary Gayle, and John Amestoy from the Montana Department of Transportation (MDT); Bora Cetin of Michigan State University; and Raul Velasquez from the Minnesota Department of Transportation (MnDOT) and the National Road Research Alliance (NRRA). The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: This study was sponsored by the National Asphalt Pavement Association (NAPA) The grant reference number is 3385. The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: This study was sponsored by the National Asphalt Pavement Association (NAPA) The grant reference number is 3385.",
year = "2023",
month = nov,
doi = "10.1177/03611981231165761",
language = "English (US)",
volume = "2677",
pages = "351--366",
journal = "Transportation Research Record",
issn = "0361-1981",
publisher = "US National Research Council",
number = "11",
}