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dc.contributor.authorZ. “Zee” Manko
dc.contributor.authorD. Beben
dc.date.accessioned2017-05-08T21:25:21Z
dc.date.available2017-05-08T21:25:21Z
dc.date.copyrightSeptember 2005
dc.date.issued2005
dc.identifier.other%28asce%291084-0702%282005%2910%3A5%28570%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/50861
dc.description.abstractThe way in which a new road bridge made of steel corrugated plates Super Cor type was tested during the three stages of its construction is described and the test results are presented. Backfill in construction Stage I and two ballasting vehicles in Stages II and III constituted the loads. The box bridge spans the Bystrzyca Dusznicka River in Polanica Zdroj, Poland. The span’s effective length is
dc.publisherAmerican Society of Civil Engineers
dc.titleTests During Three Stages of Construction of a Road Bridge with a Flexible Load-Carrying Structure Made of Super Cor Type Steel Corrugated Plates Interacting with Soil
dc.typeJournal Paper
dc.journal.volume10
dc.journal.issue5
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)1084-0702(2005)10:5(570)
dc.treeJournal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 005
dc.contenttypeFulltext


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