David Trejo
David Trejo
Professor Civil Engineering Oregon State University
Bestätigte E-Mail-Adresse bei oregonstate.edu
Zitiert von
Zitiert von
Accelerated chloride threshold testing: part I-ASTM A 615 and A 706 reinforcement
D Trejo, RG Pillai
Materials Journal 100 (6), 519-527, 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
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
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
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
Surface condition effects on critical chloride threshold of steel reinforcement
RG Pillai, D Trejo
ACI Materials Journal 102 (2), 103, 2005
Accelerated chloride threshold testing—Part II: Corrosion-resistant reinforcement
D Trejo, RG Pillai
Materials Journal 101 (1), 57-64, 2004
Microbial mediated deterioration of reinforced concrete structures
S Wei, M Sanchez, D Trejo, C Gillis
International biodeterioration & biodegradation 64 (8), 748-754, 2010
Sustainable development using controlled low-strength material
D Trejo, KJ Folliard, L Du
Proceedings of international workshop on sustainable development and …, 2004
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
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
Parameters influencing corrosion and tension capacity of post-tensioning strands
D Trejo, RG Pillai, MBD Hueste, KF Reinschmidt, P Gardoni
ACI Materials Journal 106 (2), 144, 2009
Mechanical properties and corrosion susceptibility of dual-phase steel in concrete
D Trejo, P Monteiro, G Thomas, X Wang
Cement and Concrete Research 24 (7), 1245-1254, 1994
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
Seismic performance of high-strength steel RC bridge columns
AR Barbosa, T Link, D Trejo
Journal of Bridge Engineering 21 (2), 04015044, 2016
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, ...
Research opportunities in corrosion science and engineering
National Research Council
National Academies Press, 2011
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
Probabilistic capacity models for corroding posttensioning strands calibrated using laboratory results
P Gardoni, RG Pillai, MBD Hueste, K Reinschmidt, D Trejo
Journal of engineering mechanics 135 (9), 906-916, 2009
Time-variant service reliability of post-tensioned, segmental, concrete bridges exposed to corrosive environments
RG Pillai, MD Hueste, P Gardoni, D Trejo, KF Reinschmidt
Engineering Structures 32 (9), 2596-2605, 2010
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