Corrosion of epoxy-coated rebar in marine bridges—Part 1: A 30-year perspective AA Sagues, K Lau, RG Powers, RJ Kessler Corrosion 66 (6), 065001-065001-13, 2010 | 54 | 2010 |
Corrosion of prestress and posttension reinforced concrete bridges K Lau, S Permeh, I Lasa Corrosion of steel in concrete structures, 81-105, 2023 | 51 | 2023 |
Viability of epoxy–siloxane hybrid coatings for preventing steel corrosion M Echeverría, CM Abreu, K Lau, CA Echeverría Progress in Organic Coatings 92, 29-43, 2016 | 46 | 2016 |
Service life forecasting for reinforced concrete incorporating potential-dependent chloride threshold AA Sagüés, AN Sánchez, K Lau, SC Kranc Corrosion 70 (9), 942-957, 2014 | 46 | 2014 |
Corrosion Performance of Concrete Cylinder Piles. K Lau, AA Sagues, RG Powers NACE CORROSION/2006, 2006 | 46 | 2006 |
Corrosion failure of post-tensioned tendons in presence of deficient grout K Lau, I Lasa, M Paredes NACE CORROSION, NACE-2013-2600, 2013 | 40 | 2013 |
Corrosion of post-tensioned tendons with deficient grout, part 1: Electrochemical behavior of steel in alkaline sulfate solutions KK Krishna Vigneshwaran, S Permeh, M Echeverría, K Lau, I Lasa Corrosion 74 (3), 362-371, 2018 | 36 | 2018 |
CORROSION OF POST TENSIONED TENDONS WITH DEFICIENT GROUT S Permeh, KK Krishna Vigneshwaran, K Lau https://rosap.ntl.bts.gov/view/dot/31602, 2016 | 33* | 2016 |
Corrosion of epoxy-coated rebar in marine bridges—Part 2: Corrosion in cracked concrete K Lau, AA Sagüés, RG Powers Corrosion 66 (6), 065002-065002-16, 2010 | 30 | 2010 |
Corrosion of post-tensioned tendons with deficient grout, part 2: segregated grout with elevated sulfate content S Permeh, KK Krishna Vigneshwaran, M Echeverría, K Lau, I Lasa Corrosion 74 (4), 457-467, 2018 | 28 | 2018 |
Corrosion development of PT tendons with deficient grout: corrosion failure in ringling causeway bridge K Lau, I Lasa, M Parades Florida Department of Transportation State Materials Office, Draft Report, 2011 | 28 | 2011 |
Laboratory Corrosion Assessment of Post-Tensioned Tendons Repaired with Dissimilar Grout K Lau, J Rafols, I Lasa, M Paredes CORROSION 2013, 2013 | 27 | 2013 |
Effect of crevice morphology on SRB activity and steel corrosion under marine foulers S Permeh, K Lau, M Duncan Bioelectrochemistry 142, 107922, 2021 | 24 | 2021 |
Material and corrosion evaluation of deficient PT grout with enhanced sulfate concentrations S Permeh, K Vigneshwaran. KK, K Lau, I Lasa, M Paredes NACE CORROSION, NACE-2015-5828, 2015 | 24 | 2015 |
Material and Corrosion Evaluation of Deficient PT Grout with Enhanced Sulfate Concentrations S Permeh, NKK Vigneshwaran, K Lau, I Lasa, M Paredes NACE Corrosion 2015, 5828, 2015 | 24 | 2015 |
Coating condition evaluation of epoxy coated rebar K Lau, AA Sagüés ECS Transactions 3 (13), 81, 2007 | 24 | 2007 |
Degradation of coatings for steel in environments susceptible to corrosion associated with fouling S Permeh, K Lau, M Duncan Structure and Infrastructure Engineering 16 (8), 1186-1200, 2020 | 23 | 2020 |
Surface conditions for microcosm development and proliferation of SRB on steel with cathodic corrosion protection S Permeh, K Lau, B Tansel, M Duncan Construction and Building Materials 243, 118209, 2020 | 22 | 2020 |
Corrosion of post-tensioned tendons with deficient grout, Part 3: segregated grout with elevated sulfate and vestigial chloride content S Permeh, KK Krishna Vigneshwaran, K Lau, I Lasa Corrosion 75 (7), 848-864, 2019 | 22 | 2019 |
Cathodic polarization behavior of steel with different marine fouling morphologies on submerged bridge elements with cathodic protection S Permeh, K Lau, ME Boan, B Tansel, M Duncan Journal of Materials in Civil Engineering 32 (7), 04020184, 2020 | 20 | 2020 |