Fares N. Beainy, Ph.D.
Affiliations: | 2011 | School of Electrical and Computer Engineering | University of Oklahoma, Norman, OK, United States |
Area:
Computer Engineering, Electronics and Electrical Engineering, Civil EngineeringGoogle:
"Fares Beainy"Parents
Sign in to add mentorSesh Commuri | grad student | 2011 | University of Oklahoma | |
(Non-contact sensor for the real-time measurement of stiffness of asphalt pavements during compaction.) |
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Publications
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Hattori H, Lee N, Boddeti VN, et al. (2018) Synthesizing a Scene-Specific Pedestrian Detector and Pose Estimator for Static Video Surveillance International Journal of Computer Vision. 126: 1027-1044 |
Imran SA, Commuri S, Barman M, et al. (2017) Modeling the Dynamics of Asphalt–Roller Interaction during Compaction Journal of Construction Engineering and Management-Asce. 143: 4017015 |
Barman M, Nazari M, Imran SA, et al. (2016) Quality control of subgrade soil using intelligent compaction Innovative Infrastructure Solutions. 1: 23 |
Singh D, Beainy F, Commuri S, et al. (2015) Application of intelligent compaction technology for estimation of effective modulus for a multilayered asphalt pavement Journal of Testing and Evaluation. 43: 308-318 |
Beainy F, Singh D, Commuri S, et al. (2014) Laboratory and field study on compaction quality of an asphalt pavement International Journal of Pavement Research and Technology. 7: 317-323 |
Beainy F, Commuri S, Zaman M. (2014) Dynamical Response of Vibratory Rollers during the Compaction of Asphalt Pavements Journal of Engineering Mechanics-Asce. 140: 4014039 |
Beainy F, Commuri S, Zaman M, et al. (2013) Viscoelastic-plastic model of asphalt-roller interaction International Journal of Geomechanics. 13: 581-594 |
Beainy F, Commuri S, Zaman M. (2012) Quality assurance of hot mix asphalt pavements using the intelligent asphalt compaction analyzer Journal of Construction Engineering and Management. 138: 178-187 |
Singh D, Beainy FN, Mai AT, et al. (2011) In-situ assessment of stiffness during the construction of HMA pavements International Journal of Pavement Research and Technology. 4: 131-139 |