dc.creatorDel Pino, Sebastian
dc.creatorMilachay, Daniela
dc.creatorRodriguez, José
dc.creatorEyzaguirre, Carlos
dc.date.accessioned2022-05-27T23:23:13Z
dc.date.accessioned2024-05-07T02:58:22Z
dc.date.available2022-05-27T23:23:13Z
dc.date.available2024-05-07T02:58:22Z
dc.date.created2022-05-27T23:23:13Z
dc.date.issued2022-01-01
dc.identifier02555476
dc.identifier10.4028/p-4vq485
dc.identifierhttp://hdl.handle.net/10757/660020
dc.identifier16629752
dc.identifierMaterials Science Forum
dc.identifier2-s2.0-85129868618
dc.identifierSCOPUS_ID:85129868618
dc.identifier0000 0001 2196 144X
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/9328943
dc.description.abstractThe ever-growing global production of glass generates high waste percentages, the vast majority of which does not get recycled hence increasing the concern on its environmental impact. Studies on the pozzolanic properties of glass powder emerged as a solution to the abundance of waste glass powder available and its insufficient recycling. The aim of this study is to investigate the influence 10%,15% and 20% of waste soda-lime glass powder as partial cement replacement; fresh concrete tests were carried out, as well as compression strength tests at 28 days on grade 280 kg/cm2 concrete produced with pozzolanic cement. Tests results show an insignificant reduction of slump on the concrete mixes, an increase of air content and a decrease in density and compressive strength resistance with increasing glass powder substitution.
dc.languageeng
dc.publisherTrans Tech Publications Ltd
dc.relationhttps://www.scientific.net/MSF.1058.127
dc.rightsinfo:eu-repo/semantics/embargoedAccess
dc.sourceMaterials Science Forum
dc.source1058 MSF
dc.source127
dc.source131
dc.subjectAir content
dc.subjectCompressive strength
dc.subjectPozzolanic cement
dc.subjectSlump
dc.subjectWaste glass powder
dc.titleEffects of waste glass powder as pozzolanic cement supplementary material for structural elements
dc.typeinfo:eu-repo/semantics/article


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