Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/13105
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dc.contributor.authorRahman, M-
dc.contributor.authorChamberlain, D-
dc.date.accessioned2016-08-25T10:10:20Z-
dc.date.available2016-08-25T10:10:20Z-
dc.date.issued2016-
dc.identifier.citationJournal of Materials in Civil Engineering, 2016en_US
dc.identifier.issn1943-5533-
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/13105-
dc.description.abstractReflecting the need to protect concrete structures from de-icing salt and freeze-thaw loading, the study introduced in this paper springs from the uncertainty that exists in the benefit of in-situ performance Iso-butylsilane as a protection material. It is likely that environmental loading and internal moisture at the time of application are the main contributory factors for under performance. This paper deals with alternative materials, a high solids silane and an aqueous crystallization solution, operating moisture driven crystallization mechanism rather than demanding a dry application regime. The results demonstrated similar substantial reducing performance of both materials at 0-5% moisture on medium (C25:25 N/mm2) and high strength (C40:40N/mm2) concrete. There is greater take-up of protective materials for C25 concrete compared with C40 concrete, together with greater chloride reduction, indicating that the level of achieved dosing is a significant factor. The similarity between the absorption of water and the two protection materials relative to initial water content, points to a possible basis for predicting achievable dossing of surface applied protection materials. The crystallization material achieved greater application volume and chloride reduction than the silane material.en_US
dc.language.isoenen_US
dc.subjectCrystallization hydrophobicen_US
dc.subjectimpregnationen_US
dc.subjectconcrete protectionen_US
dc.subjectsalt pondingen_US
dc.subjectchloride contenten_US
dc.subjectdurabilityen_US
dc.subjectconcrete bridgeen_US
dc.titleThe Performance of Crystalline Hydrophobic in Wet Concrete Protectionen_US
dc.typeArticleen_US
dc.identifier.doihttp://doi.org/10.1061/(ASCE)MT.1943-5533.0001779-
dc.relation.isPartOfJournal of Materials in Civil Engineering-
pubs.publication-statusPublished-
Appears in Collections:Dept of Mechanical and Aerospace Engineering Research Papers

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