Matches in SemOpenAlex for { <https://semopenalex.org/work/W578862064> ?p ?o ?g. }
Showing items 1 to 85 of
85
with 100 items per page.
- W578862064 abstract "Bridge deck crack surveys were performed on twelve bridges on US-59 south of Lawrence, Kansas, to determine the effects of mixture proportions, concrete properties, deck type, and girder type on the crack density of reinforced concrete bridge decks. Of the twelve decks surveyed, eight are supported by prestressed concrete girders and four are supported by steel girders. Four of the decks supported by prestressed girders are cast on partial-depth precast deck panels, two are monolithic with synthetic fibers, and two have overlays. Of the four decks supported by steel girders, two have silica fume overlays (SFO) and two are monolithic. One of two decks with a silica fume overlay contains synthetic fibers in the overlay. Following the surveys, crack maps were plotted and analyzed and cracking trends were observed. The results for the US-59 bridge decks are compared with crack densities obtained in a study of low-cracking high-performance concrete (LC-HPC) bridge decks. The monolithic concrete bridge decks supported by prestressed concrete girders within this study exhibit less cracking than decks supported by steel girders. At an age of approximately three and a half years, the US-59 monolithic decks supported by prestressed girders with deck panels are not displaying significant cracking; most of the cracks are short transverse cracks aligned with the joints between the deck panels. The US-59 decks supported by prestressed girders with overlays exhibit significantly more cracking than the decks on prestressed girders without overlays. Bridge decks supported by steel girders without overlays have slightly higher crack densities than the decks with overlays. No benefits of using fibers in either the overlay or deck have been observed in this study, the sample size, however, is small. An increase in crack density was observed with an increase in average concrete slump for decks supported by both prestressed and steel girders. Decks with deck panels supported by prestressed girders exhibited an increased crack density with an increase in paste content. ." @default.
- W578862064 created "2016-06-24" @default.
- W578862064 creator A5017774805 @default.
- W578862064 creator A5024594490 @default.
- W578862064 creator A5024954251 @default.
- W578862064 creator A5026297855 @default.
- W578862064 creator A5034858954 @default.
- W578862064 date "2013-11-01" @default.
- W578862064 modified "2023-09-23" @default.
- W578862064 title "Use of Innovative Concrete Mixes for Improved Constructability and Sustainability of Bridge Decks" @default.
- W578862064 cites W14346739 @default.
- W578862064 cites W640248976 @default.
- W578862064 hasPublicationYear "2013" @default.
- W578862064 type Work @default.
- W578862064 sameAs 578862064 @default.
- W578862064 citedByCount "2" @default.
- W578862064 countsByYear W5788620642019 @default.
- W578862064 countsByYear W5788620642020 @default.
- W578862064 crossrefType "journal-article" @default.
- W578862064 hasAuthorship W578862064A5017774805 @default.
- W578862064 hasAuthorship W578862064A5024594490 @default.
- W578862064 hasAuthorship W578862064A5024954251 @default.
- W578862064 hasAuthorship W578862064A5026297855 @default.
- W578862064 hasAuthorship W578862064A5034858954 @default.
- W578862064 hasConcept C100776233 @default.
- W578862064 hasConcept C125450124 @default.
- W578862064 hasConcept C126322002 @default.
- W578862064 hasConcept C127413603 @default.
- W578862064 hasConcept C136085584 @default.
- W578862064 hasConcept C159985019 @default.
- W578862064 hasConcept C187320778 @default.
- W578862064 hasConcept C192562407 @default.
- W578862064 hasConcept C196316656 @default.
- W578862064 hasConcept C199360897 @default.
- W578862064 hasConcept C2778966251 @default.
- W578862064 hasConcept C2780886216 @default.
- W578862064 hasConcept C41008148 @default.
- W578862064 hasConcept C58396970 @default.
- W578862064 hasConcept C66938386 @default.
- W578862064 hasConcept C71924100 @default.
- W578862064 hasConcept C77595967 @default.
- W578862064 hasConceptScore W578862064C100776233 @default.
- W578862064 hasConceptScore W578862064C125450124 @default.
- W578862064 hasConceptScore W578862064C126322002 @default.
- W578862064 hasConceptScore W578862064C127413603 @default.
- W578862064 hasConceptScore W578862064C136085584 @default.
- W578862064 hasConceptScore W578862064C159985019 @default.
- W578862064 hasConceptScore W578862064C187320778 @default.
- W578862064 hasConceptScore W578862064C192562407 @default.
- W578862064 hasConceptScore W578862064C196316656 @default.
- W578862064 hasConceptScore W578862064C199360897 @default.
- W578862064 hasConceptScore W578862064C2778966251 @default.
- W578862064 hasConceptScore W578862064C2780886216 @default.
- W578862064 hasConceptScore W578862064C41008148 @default.
- W578862064 hasConceptScore W578862064C58396970 @default.
- W578862064 hasConceptScore W578862064C66938386 @default.
- W578862064 hasConceptScore W578862064C71924100 @default.
- W578862064 hasConceptScore W578862064C77595967 @default.
- W578862064 hasLocation W5788620641 @default.
- W578862064 hasOpenAccess W578862064 @default.
- W578862064 hasPrimaryLocation W5788620641 @default.
- W578862064 hasRelatedWork W1497269117 @default.
- W578862064 hasRelatedWork W1570242703 @default.
- W578862064 hasRelatedWork W2038593186 @default.
- W578862064 hasRelatedWork W2072573613 @default.
- W578862064 hasRelatedWork W2085256796 @default.
- W578862064 hasRelatedWork W2088443616 @default.
- W578862064 hasRelatedWork W2113827390 @default.
- W578862064 hasRelatedWork W2279618804 @default.
- W578862064 hasRelatedWork W279994798 @default.
- W578862064 hasRelatedWork W3136425643 @default.
- W578862064 hasRelatedWork W3159169852 @default.
- W578862064 hasRelatedWork W3164620536 @default.
- W578862064 hasRelatedWork W3179029932 @default.
- W578862064 hasRelatedWork W566187743 @default.
- W578862064 hasRelatedWork W577154144 @default.
- W578862064 hasRelatedWork W579277770 @default.
- W578862064 hasRelatedWork W632759356 @default.
- W578862064 hasRelatedWork W637652380 @default.
- W578862064 hasRelatedWork W856952391 @default.
- W578862064 hasRelatedWork W2835540030 @default.
- W578862064 isParatext "false" @default.
- W578862064 isRetracted "false" @default.
- W578862064 magId "578862064" @default.
- W578862064 workType "article" @default.