J
John F. Rushing
Researcher at Engineer Research and Development Center
Publications - 42
Citations - 538
John F. Rushing is an academic researcher from Engineer Research and Development Center. The author has contributed to research in topics: Asphalt & Asphalt concrete. The author has an hindex of 10, co-authored 42 publications receiving 433 citations. Previous affiliations of John F. Rushing include United States Department of the Army.
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Stabilization Mechanisms of Nontraditional Additives
TL;DR: In this article, the chemical and physical bonding mechanisms associated with selected nontraditional stabilizers were investigated and the results of the experiments were used to improve the understanding of how these non-traditional additives stabilize soils.
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Effect of steel wool fibers on mechanical and induction heating response of conductive asphalt concrete
TL;DR: In this paper, the authors characterized the mechanical, rheological, induced heating, and induced healing behaviour of asphalt concrete containing steel wool fibers (SWFs) as the conductive constituent.
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Static Creep and Repeated Load as Rutting Performance Tests for Airport HMA Mix Design
John F. Rushing,Dallas N. Little +1 more
TL;DR: In this article, the authors present results from a laboratory study to identify a performance test for accepting hot asphalt mixtures for constructing airport pavements designed for high tire pressure traffic, which will provide a level of confidence that pavement constructed using a selected HMA mixture will function according to its design.
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Asphalt Pavement Analyzer Used to Assess Rutting Susceptibility of Hot-Mix Asphalt Designed for High Tire Pressure Aircraft
TL;DR: The asphalt pavement analyzer (APA) was evaluated as a tool for assessing hot-mix asphalt (HMA) mixtures designed to perform under high tire pressure aircraft following FAA specifications as discussed by the authors.
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Assessment of Warm-Mix Asphalt for Heavy Traffic Airfields
TL;DR: In this paper, the results of tests of warm-mix asphalt (WMA) mixtures designed for airfield pavements were conducted in two phases and the evaluation included performance tests to assess WMA susceptibility to permanent deformation and moisture damage compared with that of HMA produced with the same aggregate blend.