Zobrazeno 1 - 10
of 76
pro vyhledávání: '"Richard E. Weyers"'
Publikováno v:
Journal of Performance of Constructed Facilities. 34
The overlaying of bridge decks has remained one of the most used rehabilitation methods to extend their service life. However, the long-term performance of overlays has not been entirely un...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ddf448739a9bd6750ea35a66fc77ebc5
https://doi.org/10.1061/(asce)cf.1943-5509.0001472
https://doi.org/10.1061/(asce)cf.1943-5509.0001472
Publikováno v:
Journal of Performance of Constructed Facilities. 31
Bridge superstructures built with adjacent precast concrete voided members have the advantages of low profiles, faster construction times, no requirement for deck formwork, and the conseque...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4485cbca80c9ad7f344a6562fbccd509
https://doi.org/10.1061/(asce)cf.1943-5509.0001090
https://doi.org/10.1061/(asce)cf.1943-5509.0001090
Publikováno v:
ACI Materials Journal. 114
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9687d0a1e5d51d15b5c1c7e89756c098
https://doi.org/10.14359/51689489
https://doi.org/10.14359/51689489
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
Publikováno v:
Cement and Concrete Research. 35:918-925
The unrestrained shrinkage along with restrained cracking tendency of concrete mixtures typically used by the Virginia Department of Transportation (VDOT) were assessed to establish an appropriate limit on drying shrinkage for use in a performance sp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::265a27514815624df0a6f5811aea6974
https://doi.org/10.1016/j.cemconres.2004.09.013
https://doi.org/10.1016/j.cemconres.2004.09.013
Autor:
Youping Liu, Richard E. Weyers
Publikováno v:
Cement and Concrete Research. 33:1093-1101
Two types of linear polarization devices may be used to measure the corrosion current density (CCD) to assess the degree of active corrosion in concrete structures. The devices, with and without a guard electrode, provide significantly different CCD
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b5c82829b9f8b0204568c5166b397f3
https://doi.org/10.1016/s0008-8846(03)00018-8
https://doi.org/10.1016/s0008-8846(03)00018-8
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1834:33-39
Shrinkage performance was examined of Virginia Department of Transportation-approved latex-modified and microsilica concrete overlay mixtures. Research was conducted on both field-sampled and laboratory-fabricated restrained and unrestrained specimen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8045548ce8794a7145e8e7616dcea2ed
https://doi.org/10.3141/1834-05
https://doi.org/10.3141/1834-05
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1834:40-47
During its service life, concrete experiences volume changes. One of the types of deformation experienced by concrete is shrinkage. There are four main types of shrinkage associated with concrete: plastic, autogenous, carbonation, and drying shrinkag
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::abab65d5307f97e193c98895549e7f72
https://doi.org/10.3141/1834-06
https://doi.org/10.3141/1834-06
Publikováno v:
Cement and Concrete Research. 32:1943-1960
A statistical model to determine the time to first repair and subsequent rehabilitation of concrete bridge decks exposed to chloride deicer salts that incorporates the statistical nature of factors affecting the corrosion process is developed. The mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5fb04e11921abcad93cd7297d807f9d1
https://doi.org/10.1016/s0008-8846(02)00905-5
https://doi.org/10.1016/s0008-8846(02)00905-5
Publikováno v:
Cement and Concrete Research. 32:1189-1197
A model was developed to determine the time to first repair and to subsequently rehabilitate concrete bridge decks exposed to chloride deicer salts. Said model incorporates the statistical nature of factors affecting the corrosion process. The time t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef7ae2b19ad102db9bf0514813595f95
https://doi.org/10.1016/s0008-8846(02)00760-3
https://doi.org/10.1016/s0008-8846(02)00760-3