| Accelerated chloride threshold testing: part I-ASTM A 615 and A 706 reinforcement D Trejo, RG Pillai Materials Journal 100 (6), 519-527, 2003 | 141 | 2003 |
| Robot-assisted bridge inspection RR Murphy, E Steimle, M Hall, M Lindemuth, D Trejo, S Hurlebaus, ... Journal of Intelligent & Robotic Systems 64 (1), 77-95, 2011 | 133 | 2011 |
| Effects of constituent materials and quantities on water demand and compressive strength of controlled low-strength material L Du, KJ Folliard, D Trejo Journal of materials in Civil Engineering 14 (6), 485-495, 2002 | 109 | 2002 |
| Corrosion performance of conventional (ASTM A615) and low-alloy (ASTM A706) reinforcing bars embedded in concrete and exposed to chloride environments D Trejo, PJ Monteiro Cement and Concrete Research 35 (3), 562-571, 2005 | 104 | 2005 |
| Microbial mediated deterioration of reinforced concrete structures S Wei, M Sanchez, D Trejo, C Gillis International biodeterioration & biodegradation 64 (8), 748-754, 2010 | 102 | 2010 |
| Mechanical properties of high-strength concrete for prestressed members MBD Hueste, P Chompreda, D Trejo, DBH Cline, PB Keating Structural Journal 101 (4), 457-465, 2004 | 102 | 2004 |
| Surface condition effects on critical chloride threshold of steel reinforcement RG Pillai, D Trejo ACI Materials Journal 102 (2), 103, 2005 | 97 | 2005 |
| Accelerated chloride threshold testing—Part II: Corrosion-resistant reinforcement D Trejo, RG Pillai Materials Journal 101 (1), 57-64, 2004 | 80 | 2004 |
| Sustainable development using controlled low-strength material D Trejo, KJ Folliard, L Du Proceedings of international workshop on sustainable development and …, 2004 | 63 | 2004 |
| Parameters Influencing Corrosion and Tension Capacity of Post-Tensioning Strands. D Trejo, RG PiIIai, MBD Hueste, KF Reinschmidt, P Gardoni ACI Materials Journal 106 (2), 2009 | 61 | 2009 |
| Seismic performance of high-strength steel RC bridge columns AR Barbosa, T Link, D Trejo Journal of Bridge Engineering 21 (2), 04015044, 2016 | 60 | 2016 |
| A time-variant model of surface chloride build-up for improved service life predictions M Shakouri, D Trejo Cement and Concrete Composites 84, 99-110, 2017 | 58 | 2017 |
| New model for estimating the time-variant seismic performance of corroding RC bridge columns Y Guo, D Trejo, S Yim Journal of Structural Engineering 141 (6), 04014158, 2015 | 56 | 2015 |
| Hydration and phase formation of blended cementitious systems incorporating chemically transformed rice husk ash L Prasittisopin, D Trejo Cement and Concrete Composites 59, 100-106, 2015 | 53 | 2015 |
| Research opportunities in corrosion science and engineering National Research Council, Division on Engineering, Physical Sciences, ... National Academies Press, 2011 | 51 | 2011 |
| Evaluation of crushed concrete and recycled asphalt pavement as backfill for mechanically stabilized earth walls EM Rathje, AF Rauch, D Trejo, KJ Folliard, C Viyanant, M Esfellar, A Jain, ... | 51 | 2006 |
| Robot-assisted bridge inspection after Hurricane Ike RR Murphy, E Steimle, M Hall, M Lindemuth, D Trejo, S Hurlebaus, ... 2009 IEEE International Workshop on Safety, Security & Rescue Robotics (SSRR …, 2009 | 49 | 2009 |
| Shear characteristics and design for high-strength self-consolidating concrete YH Kim, MBD Hueste, D Trejo, DBH Cline Journal of structural engineering 136 (8), 989-1000, 2010 | 47 | 2010 |
| Framework for competency and capability assessment for resource allocation D Trejo, S Patil, S Anderson, E Cervantes Journal of management in engineering 18 (1), 44-49, 2002 | 47 | 2002 |
| A study of the factors affecting the surface chloride maximum phenomenon in submerged concrete samples M Shakouri, D Trejo Cement and Concrete Composites 94, 181-190, 2018 | 44 | 2018 |
Paolo GardoniAlfredo H. Ang Family Professor, University of Illinois at Urbana-ChampaignVerified email at illinois.edu
