| Resilient modulus for unsaturated unbound materials CE Cary, CE Zapata Road Materials and Pavement Design 12 (3), 615-638, 2011 | 246 | 2011 |
| Enhanced model for resilient response of soils resulting from seasonal changes as implemented in mechanistic–empirical pavement design guide CE Cary, CE Zapata Transportation research record 2170 (1), 36-44, 2010 | 85 | 2010 |
| Pore water pressure response of soil subjected to dynamic loading under saturated and unsaturated conditions CE Cary, CE Zapata International Journal of Geomechanics 16 (6), D4016004, 2016 | 37 | 2016 |
| Evaluation of FORTA fiber-reinforced asphalt mixtures using advanced material characterization tests-evergreen drive KE Kaloush, KP Biligiri, WA Zeiada, MC Rodezno, S Dwivedi, JX Reed, ... Tempe, Arizona, Tempe, 2008 | 26 | 2008 |
| Enhancement of the model for resilient response of soils due to seasonal environmental changes implemented in the M-EPDG CE Cary, CE Zapata Transportation Research Record: Journal of the Transportation Research Board …, 2010 | 15 | 2010 |
| Resilient modulus testing for unsaturated unbound materials CE Cary, CE Zapata Transportation Research Board 89th Annual MeetingTransportation Research Board, 2010 | 13 | 2010 |
| Effect of pavement structure on the mechanical response and performance of perpetual pavements at the national airport pavement test facility CE Cary, Z Wang, H Yin, N Garg, R Rutter Transportation Research Record 2672 (23), 31-39, 2018 | 8 | 2018 |
| Integrating the national database of subgrade soil-water characteristic curves and soil index properties with the MEPDG C Zapata, CE Cary National Cooperative Highway Research Program Project, 2012 | 8 | 2012 |
| Construction Cycle 9 (CC9) Construction Report C Tomlinson, D Traverzo, C Cary, M Brynick | 7 | 2022 |
| Unsaturated soil modeling for airfield pavement design CE Cary, CE Zapata Journal of Transportation Engineering 140 (1), 50-60, 2014 | 7 | 2014 |
| Pore water pressure response of a soil subjected to traffic loading under saturated and unsaturated conditions C Cary Arizona State University, 2011 | 7 | 2011 |
| Evaluation of asphalt concrete layer response using asphalt strain gauges and fiber optic strain gauges Q Li, C Cary, S Combs, N Garg International Conference on Transportation and Development 2016, 42-53, 2016 | 6 | 2016 |
| A new generation of resilient modulus characterization of unbound materials C Zapata, C Cary Contemporary topics in ground modification, problem soils, and geo-support …, 2009 | 6 | 2009 |
| Data Collection to Support Implementation of the Mechanistic–Empirical Pavement Design Guide for County Roads MI Souliman, M Mamlouk, CE Zapata, CE Cary Transportation research record 2225 (1), 67-77, 2011 | 5 | 2011 |
| Evaluation of FORTA Fiber-Reinforced Asphalt Mixtures Using Advanced Material Characterization Tests–Evergreen Drive, Tempe, Arizona. KP Biligiri, WA Zeiada, C Rodezno, S Dwivedi, J Reed, C Cary Tempe, Arizona, 2008 | 5 | 2008 |
| MODELO DE PREDICCIÓN DEL MÓDULO RESILIENTE PARA SUELOS NO SATURADOS. CE Cary, CE Zapata Revista Internacional de Desastres Naturales, Accidentes e Infraestructura …, 2012 | 4 | 2012 |
| Use of heavy weight deflectometer in monitoring flexible pavement deterioration during accelerated pavement testing Q Li, C Cary, N Garg, R Rutter NDE/NDT for Highways & Bridges: SMT 2016, 73-79, 2016 | 3 | 2016 |
| Assessment of field compaction of subbase material during construction and trafficking of heavy aircraft using the Superpave Gyratory Compactor CE Cary, C Kumpel, A Bagriacik, R Cohen, J Clark, B Sukumaran, ... 2014 FAA Worldwide Airport Technology Transfer ConferenceFederal Aviation …, 2014 | 3 | 2014 |
| Integrating National Database of Subgrade Soil–Water Characteristic Curves and Soil Index Properties with Mechanistic–Empirical Pavement Design Guide C Zapata, CE Cary Transportation research record 2349 (1), 41-51, 2013 | 2 | 2013 |
| Comparison of airfield flexible pavement design thickness based upon differing agency limiting subgrade strain criteria CE Zapata, CE Cary, M Souliman, D Rosenbalm, R Salim Transportation Research Record 2305, 141-149, 2012 | 2 | 2012 |
