Comparison of Continuous and Pulsing Water Jets for Repair Actions on Road and Bridge Concrete
Author(s) -
Libor M. Hlaváč,
Lenka Bodnárová,
Eva Janurová,
Libor Sitek
Publication year - 2012
Publication title -
the baltic journal of road and bridge engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.259
H-Index - 21
eISSN - 1822-4288
pISSN - 1822-427X
DOI - 10.3846/bjrbe.2012.08
Subject(s) - erosion , bridge (graph theory) , water jet , geotechnical engineering , water pressure , environmental science , jet (fluid) , materials science , engineering , geology , mechanical engineering , nozzle , medicine , paleontology , aerospace engineering
V článku uvedeno Hlaváč, Libor M.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.Web of Science71595
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