https://orcid.org/https://orcid.org/0000-0002-3614-2858
https://orcid.org/https://orcid.org/0000-0002-8924-6212
https://orcid.org/https://orcid.org/0000-0002-9116-9076
https://orcid.org/https://orcid.org/0000-0001-7364-7583
https://orcid.org/https://orcid.org/0000-0002-2385-4899
https://orcid.org/https://orcid.org/0000-0003-4062-5454
https://orcid.org/https://orcid.org/0000-0002-3614-2858
https://orcid.org/https://orcid.org/0000-0002-8924-6212
https://orcid.org/https://orcid.org/0000-0002-9116-9076
https://orcid.org/https://orcid.org/0000-0001-7364-7583
https://orcid.org/https://orcid.org/0000-0002-2385-4899
https://orcid.org/https://orcid.org/0000-0003-4062-5454
The capacity to resist flooding is one of the critical challenges of pavement resiliency in locations subject to inundation. Flooding increases moisture contents, which weakens most pavement materials. Although the effect of moisture on the mechanical properties of most pavement materials is reversible, the structural damage caused by trafficking applied on the weakened pavement structure is not. The critical time for structural damage is typically after the flood and before “life-line” pavements have dried back when trucks are bringing in relief supplies and hauling out demolition. This fact, together with the increased occurrence of extreme weather events and sea level rise resulting from climate change, emphasizes the need to better understand the impacts of flooding on identified life-line pavements. This paper evaluates the flooding resiliency of thin concrete overlay on asphalt (COA) pavements by studying the effects that water saturation produces on the pavement structure. The research is based on the structural response and distresses measured in five thin COA sections that were instrumented with sensors and tested with a heavy vehicle simulator (HVS) under flooded conditions. The research shows that the flooding did not produce a noticeable change in the structural capacity of the COA, based on the structural response measured under the loading of the HVS wheel and the falling weight deflectometer, but did result in some structural damage to the asphalt base in some of the sections.
Full-Scale Experimental Evaluation of the Flood Resiliency of Thin Concrete Overlay on Asphalt Pavements
Transportation Research Record: Journal of the Transportation Research Board
Transportation Research Record: Journal of the Transportation Research Board ; 2676 , 4 ; 461-472
12.12.2021
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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