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Ahmed Faheem

Researcher at Temple University

Publications -  53
Citations -  969

Ahmed Faheem is an academic researcher from Temple University. The author has contributed to research in topics: Asphalt & Aggregate base. The author has an hindex of 14, co-authored 48 publications receiving 776 citations. Previous affiliations of Ahmed Faheem include University of Wisconsin–Platteville & University of Wisconsin-Madison.

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Effect of mineral filler characteristics on asphalt mastic and mixture rutting potential

TL;DR: In this paper, the effect of mineral filler properties on asphalt mastic and the rutting potential of asphaltic mixture was analyzed as part of the NCHRP 9-45 Project.
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Size-dependent bending analysis of Kirchhoff nano-plates based on a modified couple-stress theory including surface effects

TL;DR: In this paper, a modified couple-stress theory is used to study the bending behavior of nano-sized plates, including surface energy and microstructure effects, and an intrinsic length scale parameter is determined as a result of taking surface energy effects into account.
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Modelling of Asphalt Mastic in Terms of Filler-Bitumen Interaction

TL;DR: In this article, the authors proposed a model that allows estimation of stiffening effects based on primary binder and filler properties, based on a conceptual model provided in an earlier publication for understanding the mechanism by which the filler stiffens the asphalt mastic.
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Measuring Effects of Warm-Mix Additives: Use of Newly Developed Asphalt Binder Lubricity Test for the Dynamic Shear Rheometer

TL;DR: In this paper, the authors introduced a new test methodology for estimating asphalt binder work-ability by measuring the lubricity effects of a surfactant-based additive as well as binder foaming processes through novel use of the dynamic shear rheometer with a new testing fixture.
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Field performance of top-down fatigue cracking for warm mix asphalt pavements

TL;DR: In this article, the authors present an effort of monitoring the top-down cracking performance of 28 pavement projects including WMA pavements and their corresponding hot mix asphalt (HMA) control pavements with service lives ranging between 4 and 10 years.