| Mechanism of interaction of asphalt cement with crumb rubber modifier MA Abdelrahman, SH Carpenter Transportation Research Record 1661 (1), 106-113, 1999 | 267 | 1999 |
| Composition analysis of crumb rubber during interaction with asphalt and effect on properties of binder A Ghavibazoo, M Abdelrahman International Journal of Pavement Engineering 14 (5), 517-530, 2013 | 158 | 2013 |
| Enhancing the performance of crumb rubber-modified binders through varying the interaction conditions M Attia, M Abdelrahman International Journal of Pavement Engineering 10 (6), 423-434, 2009 | 107 | 2009 |
| Engineering physical properties of asphalt binders through nanoclay–asphalt interactions M Abdelrahman, DR Katti, A Ghavibazoo, HB Upadhyay, KS Katti Journal of Materials in Civil Engineering 26 (12), 04014099, 2014 | 102 | 2014 |
| Laboratory characterisation of recycled asphalt pavement as a base layer TB Alam, M Abdelrahman, SA Schram International Journal of Pavement Engineering 11 (2), 123-131, 2010 | 101 | 2010 |
| Best-value model based on project specific characteristics M Abdelrahman, T Zayed, A Elyamany Journal of Construction Engineering and Management 134 (3), 179-188, 2008 | 91 | 2008 |
| Mechanism of crumb rubber modifier dissolution into asphalt matrix and its effect on final physical properties of crumb rubber–modified binder A Ghavibazoo, M Abdelrahman, M Ragab Transportation research record 2370 (1), 92-101, 2013 | 86 | 2013 |
| Controlling performance of crumb rubber–modified binders through addition of polymer modifiers M Abdelrahman Transportation research record 1962 (1), 64-70, 2006 | 78 | 2006 |
| Effect of crumb rubber modifier dissolution on storage stability of crumb rubber–modified asphalt A Ghavibazoo, M Abdelrahman, M Ragab Transportation research record 2370 (1), 109-115, 2013 | 57 | 2013 |
| Effect of crumb rubber dissolution on low-temperature performance and aging of asphalt–rubber binder A Ghavibazoo, M Abdelrahman Transportation Research Record 2445 (1), 47-55, 2014 | 51 | 2014 |
| Investigation of the black rock issue for recycled asphalt mixtures HR Soleymani, M Anderson, MD Rebecca, M Abdelrahman Association of Asphalt Paving Technologists Proc 69, 2000 | 50 | 2000 |
| Sensitivity of untreated reclaimed asphalt pavement to moisture, density, and freeze thaw M Attia, M Abdelrahman Journal of Materials in Civil Engineering 22 (12), 1260-1269, 2010 | 45 | 2010 |
| Evaluation of oxidization of crumb rubber–modified asphalt during short-term aging A Ghavibazoo, M Abdelrahman, M Ragab Transportation Research Record 2505 (1), 84-91, 2015 | 40 | 2015 |
| Enhancing the crumb rubber modified asphalt’s storage stability through the control of its internal network structure M Ragab, M Abdelrahman International Journal of Pavement Research and Technology 11 (1), 13-27, 2018 | 39 | 2018 |
| Changes in composition and molecular structure of asphalt in mixing with crumb rubber modifier A Ghavibazoo, M Abdelrahman, M Ragab Road Materials and Pavement Design 17 (4), 906-919, 2016 | 38 | 2016 |
| Effect of state of stress on the resilient modulus of base layer containing reclaimed asphalt pavement M Attia, M Abdelrahman Road Materials and Pavement Design 12 (1), 79-97, 2011 | 38 | 2011 |
| Performance enhancement of crumb rubber–modified asphalts through control of the developed internal network structure M Ragab, M Abdelrahman, A Ghavibazoo Transportation research record 2371 (1), 96-104, 2013 | 37 | 2013 |
| Engineering characterization of the interaction of asphalt with crumb rubber modifier (CRM) MA Abdelrahman University of Illinois at Urbana-Champaign, 1996 | 37 | 1996 |
| Contractor performance evaluation for the best value of superpave projects A Elyamany, M Abdelrahman Journal of Construction Engineering and Management 136 (5), 606-614, 2010 | 36 | 2010 |
| Modeling the effect of moisture on resilient modulus of untreated reclaimed asphalt pavement M Attia, M Abdelrahman Transportation research record 2167 (1), 30-40, 2010 | 36 | 2010 |
