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Imad L. Al-Qadi

Researcher at University of Illinois at Urbana–Champaign

Publications -  586
Citations -  12146

Imad L. Al-Qadi is an academic researcher from University of Illinois at Urbana–Champaign. The author has contributed to research in topics: Asphalt & Asphalt concrete. The author has an hindex of 50, co-authored 556 publications receiving 10075 citations. Previous affiliations of Imad L. Al-Qadi include Geophysical Survey & Virginia State University.

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Prediction of Tire Pavement Contact Stresses and Analysis of Asphalt Pavement Responses: A Decoupled Approach

TL;DR: In this paper, the authors developed a tire-pavement interaction model to predict the three-dimensional (3D) contact stresses under various loads and inflation pressures, where an air-inflated radial-ply ribbed tire was loaded on a non-deformable pavement surface.
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Field Application of Ground-Penetrating Radar for Measurement of Asphalt Mixture Density: Case Study of Illinois Route 72 Overlay

TL;DR: In this paper, a study that validated the field performance of ground-penetrating radar (GPR) as a nondestructive tool to predict in situ asphalt mixture density is presented.
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Innovative Approach for Asphalt Pavement Compaction Monitoring with Ground-Penetrating Radar

TL;DR: In this paper, the ground-penetrating radar (GPR) is used for quality assurance and quality control during flexible pavement compaction and after construction and the results of a study on the effect of surface water on the GPR signal when a 2-GHz antenna is used.
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Life-Cycle Greenhouse Gases and Energy Consumption for Material and Construction Phases of Pavement with Traffic Delay:

TL;DR: In this article, an approach to life-cycle assessment (LCA) for pavement construction applications was discussed, which included material production and construction phases pertaining to the upper layers of pavement; the aim was to quantify energy consumption and greenhouse gases.
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Optimization of Tack Coat Application Rate for Geocomposite Membrane on Bridge Decks

Abstract: One of the critical components of the U.S. civil infrastructure, bridges, has rapidly deteriorated in the past two decades and is in need of maintenance and rehabilitation. Geosynthetics may have the potential to provide a long-term solution to some of the problems that are present in these bridges, mainly, chloride intrusion into bridge decks. When installed properly, geosynthetics can act as both a moisture barrier and a stress absorption layer. However, the tack coat application rate is critical, as an excessive amount can cause eventual slippage, whereas too little may result in debonding. A new geocomposite membrane that comprises a low-modulus polyvinyl chloride layer sandwiched between two layers of nonwoven geotextile has recently been introduced for use in highway systems for water impermeation and strain energy absorption. A laboratory testing program was conducted to determine the optimum asphalt binder tack coat application rate that needs to be applied in the field. To accomplish this, a fixt...