Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Andrei Ramniceanu"'
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2150:119-128
On April 6, 2009, a 3-ft × 3-ft section of a closure pour in a reinforced concrete deck on Interstate 81 punched through. The deck had been cast in 1992 during a deck replacement project in which each lane and shoulder of the deck was replaced while
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ae9dbc760c166c1d5a809e7afde94fe1
https://doi.org/10.3141/2150-15
https://doi.org/10.3141/2150-15
Autor:
Thomas M. Murray, Adam G. Bowland, Norman E. Dowling, Richard E. Weyers, Finley A. Charney, Andrei Ramniceanu
Publikováno v:
ACI Materials Journal. 109
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::75460125c5be1003695793a8ea5c97ec
https://doi.org/10.14359/51683828
https://doi.org/10.14359/51683828
Publikováno v:
ACI Materials Journal. 105
The study purpose was investigation of specimens extracted from Virginia bridge decks for corrosion abatement condition of epoxy-coated reinforcing (ECR) steel. Coating moisture content, coating degree of curing, glass transition temperature, corrosi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c4f4eac5a9c1e2b3ee913e0796c3b47a
https://doi.org/10.14359/19975
https://doi.org/10.14359/19975
The purpose of this study was to investigate various epoxy coating and exposure parameters to determine their effects on the corrosion of reinforcing steel. The parameters investigated were: chloride content at the bar depth, coated bar corroded area
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2485::68f9e1917cc5b2451b911e63fab5a191
http://www.virginiadot.org/vtrc/main/online_reports/pdf/08-CR5.pdf
http://www.virginiadot.org/vtrc/main/online_reports/pdf/08-CR5.pdf
Autor:
Richard E. Weyers, Andrei Ramniceanu, Michael C. Brown, Gregory S Williamson, Michael M Sprinkel
Publikováno v:
ACI Materials Journal. 105
The deterioration of bridge decks due to chloride-induced corrosion is a major problem in North America. Chlorides are primarily the result of deicing salt applications on the bridge deck surface. The ingress of chlorides into concrete is typically m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b71cae3b5ee5e87029b66dc97d502a75
https://doi.org/10.14359/19899
https://doi.org/10.14359/19899