Ph.D., Construction Engineering and Management, University of California, Berkeley, 1997
M.S., Construction Engineering and Management, University of California, Berkeley, 1993
B.S., Civil Engineering, University of California, Berkeley, 1991
Research and Interests:
Professor David Trejo's research focuses on the design and development of materials and systems for efficient construction processes and products. His interests focus on the design and development of systems that allow for accelerated and durable construction. Specific research projects have included development of precast overhang systems for safe, rapid, and durable bridge construction, assessment and modeling of segmental, post-tensioned bridges exhibiting strand corrosion, development of refractory materials for NASA’s launch complex, modeling and performance assessment of glass fiber-reinforced polymer (GFRP) concrete reinforcement, and many others. His teaching interests include heavy civil construction methods and processes, cementitious materials and systems, rapid and durable construction. With almost 10 years of experience in the field, Dr. Trejo brings real-world applications into the classroom.
Recent Research Papers and Projects:
Shakouri, M., Trejo, D., and Gardoni, P., “A Probabilistic Framework to Justify Allowable Admixed Chloride Limits in Concrete,” Construction and Building Materials, Vol. 139, May 2017, pp. 490-500.
Trejo, D., Link, T.B., and Barbosa, A., “Effect of Reinforcement Grade and Ratio on Seismic Performance of RC Columns,” ACI Structural Journal, Vol. 113, No. 5, pp. 907-916.
Chen, J. and Trejo, D., “Influence of Mixer Drum Revolution Count on Fresh and Hardened Concrete Characteristics,” ACI Materials Journal, Vol. 113, No. 1, January 2016, pp. 25-34.
Eck, M.K., Bracci, J., Gardoni, P., and Trejo, D., “Performance of RC Columns Affected by ASR II – Experiments and Assessment,” ASCE Journal of Bridge Engineering, Vol. 20, No. 3, March 2015.
Pillai, R.G., Trejo, D., Gardoni, P., Hueste, M.B.D., and Reinschmidt, K.F., “Time-Variant Flexural Reliability of Post-Tensioned, Segmental, Concrete Bridges Exposed to Corrosive Environments,” ASCE Journal of Structural Engineering, Vol. 140, No. 8, August 2014.
Gardoni, P., Trejo, D., and *Kim, Y. H., “Time-variant Capacity Model for GFRP Bars Embedded in Concrete,” ASCE Journal of Engineering Mechanics, Vol. 139, No. 10, December 2012.