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Durability and Strength Properties of Concrete Containing Coal Bottom Ash

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dc.contributor.author Martins, I. M. pt_BR
dc.contributor.author Gonçalves, A. pt_BR
dc.date.accessioned 2011-01-28T13:29:32Z pt_BR
dc.date.accessioned 2014-10-20T15:57:27Z pt_BR
dc.date.accessioned 2017-04-13T09:13:21Z
dc.date.available 2011-01-28T13:29:32Z pt_BR
dc.date.available 2014-10-20T15:57:27Z pt_BR
dc.date.available 2017-04-13T09:13:21Z
dc.date.issued 2010-09 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/1001635
dc.description.abstract In Europe coal bottom ash production represents approximately one tenth of coal combustion by-products. About 44% of coal bottom ash is used in the construction sector, but its application as addition in concrete is very low. This study evaluates the influence of replacing cement by bottom ashes or fly ashes, from the same Portuguese coal power station, on the properties of fresh and hardened concrete, namely on workability, compressive strength, accelerated carbonation, chloride diffusion, absorption and capillary porosity. The results revealed that concrete incorporating coal bottom ash have a performance analogous to that of concrete with coal fly ash, although it is necessary to increase the dosage of admixture to control the loss of workability that is generally observed with bottom ash. Coal bottom ash can than be envisaged as a promising addition type II for concrete. pt_BR
dc.language.iso eng pt_BR
dc.publisher RILEM pt_BR
dc.rights openAccess pt_BR
dc.subject Concrete pt_BR
dc.subject Durability pt_BR
dc.subject Coal bottom ash pt_BR
dc.title Durability and Strength Properties of Concrete Containing Coal Bottom Ash pt_BR
dc.type conferenceObject pt_BR
dc.description.figures 5 pt_BR
dc.description.tables 6 pt_BR
dc.description.pages 9 pt_BR
dc.identifier.seminario Conference on Material Science and 64th RILEM Annual Week – MATSCI pt_BR
dc.identifier.local Aachen pt_BR
dc.description.sector DM/NB pt_BR
dc.description.year 2010 pt_BR
dc.description.data 6 a 8 de Setembro pt_BR


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