Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/7524

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dc.contributor.authorPacheco-Torgal, F.-
dc.contributor.authorGomes, J. P. Castro-
dc.contributor.authorJalali, Said-
dc.date.accessioned2008-01-15T23:35:17Z-
dc.date.available2008-01-15T23:35:17Z-
dc.date.issued2008-
dc.date.submitted2007-01-31-
dc.identifier.citation"Construction and Building Materials". ISSN 0950-0618 (2008) 1201-1211.-
dc.identifier.issn0950-0618-
dc.identifier.urihttps://hdl.handle.net/1822/7524-
dc.description.abstractTungsten mine waste mud (TMWM) geopolymeric binder is a new cementitious material with a very high early age strength. It is obtained from dehydroxylated mine waste powder mix with minor quantities of calcium hydroxide and activated with NaOH and water-glass solutions. Tests on properties of TMWM binders such as workability, setting time, unrestrained shrinkage, water absorption and static modulus of elasticity were carried out and the results are reported in this paper. This is followed by comparisons with literature related data and a discussion about it. The results showed that current devices use to assess OPC fresh properties are not recommended to evaluate TMWM binders. It has also been found that traditional procedures used to evaluate unrestrained shrinkage may be responsible for misleading results when using those new binders. Water absorption data shows that TMWM has a very compacted structure. Results concerning the static modulus of elasticity are similar to the ones obtained by other authors. However the hypothesis related to modulus of elasticity decrease due to the use of high Al/Si alkali activated mixtures was not confirmed.eng
dc.language.isoengeng
dc.publisherElsevier 1eng
dc.rightsopenAccesseng
dc.subjectGeopolymeric bindereng
dc.subjectTungsten mine waste mudeng
dc.subjectWorkabilityeng
dc.subjectSetting timeeng
dc.subjectShrinkageeng
dc.subjectWater absorptioneng
dc.subjectStatic modulus of elasticityeng
dc.titleProperties of tungsten mine waste geopolymeric bindereng
dc.typearticlepor
dc.peerreviewedyeseng
oaire.citationStartPage1201por
oaire.citationEndPage1211por
oaire.citationIssue6por
oaire.citationVolume22por
dc.identifier.doi10.1016/j.conbuildmat.2007.01.022por
dc.subject.wosScience & Technologypor
sdum.journalConstruction and Building Materialspor
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