Comparison of continuous and pulsing water jets for repair actions on road and bridge concrete

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dc.contributor.author Hlaváč, Libor
dc.contributor.author Bodnárová, Lenka
dc.contributor.author Janurová, Eva
dc.contributor.author Sitek, Libor
dc.date.accessioned 2012-05-11T12:43:40Z
dc.date.available 2012-05-11T12:43:40Z
dc.date.issued 2012
dc.identifier.citation The Baltic journal of road and bridge engineering. 2012, vol. 7, no. 1, p. 53-59. cs
dc.identifier.issn 1822-427X
dc.identifier.issn 1822-4288
dc.identifier.uri http://hdl.handle.net/10084/90443
dc.description V článku uvedeno Hlaváč, Libor M.
dc.description.abstract The concrete samples with various erosion states simulating road or bridge damage were disintegrated by pure continuous water jets generated from pressure 380 MPa and by pulsing water jets generated from low pressure 30 MPa. The erosion states of samples were prepared applying several laboratory techniques simulating the concrete aging under the conditions corresponding to the use in practice. The influence of the erosion state on the disintegration rate was tested because water jet techniques are very effective in selective disintegration of damaged concrete without significant erosion of the unbroken concrete unlike pneumatic drills or other impacting machines usually used for such a work. The comparison of both the depth of penetration and the ratio of volume disintegration regarding the input power is performed. All results are discussed regarding their application in practice and further development of special routings. cs
dc.language.iso en cs
dc.publisher Vilnius Gediminas Technical University cs
dc.relation.ispartofseries The Baltic journal of road and bridge engineering cs
dc.relation.uri http://dx.doi.org/10.3846/bjrbe.2012.08 cs
dc.subject water jet cs
dc.subject depth of penetration cs
dc.subject removed volume cs
dc.subject concrete erosion cs
dc.subject concrete repair cs
dc.subject reinforcement purging cs
dc.title Comparison of continuous and pulsing water jets for repair actions on road and bridge concrete cs
dc.type article cs
dc.identifier.location Není ve fondu ÚK cs
dc.identifier.doi 10.3846/bjrbe.2012.08
dc.type.status Peer-reviewed cs
dc.description.source Web of Science cs
dc.description.volume 7 cs
dc.description.issue 1 cs
dc.description.lastpage 59 cs
dc.description.firstpage 53 cs
dc.identifier.wos 000302437500008

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