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dc.contributor.authorHanjitsuwan, S
dc.contributor.authorInjorhor, B
dc.contributor.authorPhoo-ngernkham, T
dc.contributor.authorDamrongwiriyanupap, N
dc.contributor.authorLi, Long-yuan
dc.contributor.authorSukontasukkul, P
dc.contributor.authorChindaprasirt, P
dc.date.accessioned2020-07-28T09:43:42Z
dc.date.available2020-07-28T09:43:42Z
dc.date.issued2020-07-28
dc.identifier.issn0958-9465
dc.identifier.issn1873-393X
dc.identifier.other103760
dc.identifier.urihttp://hdl.handle.net/10026.1/16111
dc.description.abstract

This paper aims to investigate drying shrinkage, strength and microstructure of alkali-activated high-calcium fly ash (AAHF) paste by using FGD-gypsum (FGD) and dolomite (DLM) as expansive additives. The 10 M sodium hydroxide combined with sodium silicate solutions were used as alkaline activator for all mixes. The preparation of AAHF paste was divided into 2 steps. First, the study focused on the effects of expansive additive (FGD and DLM) and liquid/binder (L/B) ratio on the drying shrinkage of AAHF paste. The fly ash (HF) was replaced with FGD and DLM at the dosages of 0%, 2.5%, 5.0%, 7.5%, and 10% by weight of binder. The drying shrinkage, setting time, compressive strength and microstructure of AAHF paste containing FGD and DLM were studies. Test results showed that the use of FGD and DLM as expansive additives improved the drying shrinkage of AAHF paste. The increasing L/B ratio had an adverse effect on drying shrinkage. The setting time of AAHF paste containing FGD and DLM decreased, whereas the strength increased. However, the strength development of the AAHF paste incorporated with FGD tended to decline at the curing time of 120 days. The increase in strength was due to the formation of some strength-bearing chemical phases which was demonstrated by the XRD, FTIR, and SEM/EDS analyses. The differences in reaction products were an essential factor in the strength development of the AAHF paste with expansive additive. It can be recommended that using DLM was advantages regarding the improvement of drying shrinkage and long-term strength in comparison with the AAHF paste with FGD.

dc.format.extent103760-103760
dc.languageen
dc.language.isoen
dc.publisherElsevier BV
dc.subjectAlkali-activated binder
dc.subjectHigh-calcium fly ash
dc.subjectExpansive additive
dc.subjectDrying shrinkage
dc.subjectStrength development
dc.subjectMicrostructure
dc.titleDrying shrinkage, strength and microstructure of alkali-activated high-calcium fly ash using FGD-gypsum and dolomite as expansive additive
dc.typejournal-article
dc.typeJournal Article
plymouth.author-urlhttps://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000579761600030&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=11bb513d99f797142bcfeffcc58ea008
plymouth.volume114
plymouth.publication-statusPublished
plymouth.journalCement and Concrete Composites
dc.identifier.doi10.1016/j.cemconcomp.2020.103760
plymouth.organisational-group/Plymouth
plymouth.organisational-group/Plymouth/Faculty of Science and Engineering
plymouth.organisational-group/Plymouth/Faculty of Science and Engineering/School of Engineering, Computing and Mathematics
plymouth.organisational-group/Plymouth/REF 2021 Researchers by UoA
plymouth.organisational-group/Plymouth/REF 2021 Researchers by UoA/UoA12 Engineering
plymouth.organisational-group/Plymouth/Research Groups
plymouth.organisational-group/Plymouth/Research Groups/Marine Institute
plymouth.organisational-group/Plymouth/Users by role
plymouth.organisational-group/Plymouth/Users by role/Academics
dcterms.dateAccepted2020-07-20
dc.rights.embargodate2021-7-28
dc.identifier.eissn1873-393X
dc.rights.embargoperiodNot known
rioxxterms.funderEuropean Commission
rioxxterms.identifier.projectPartnership for Research in Geopolymer Concretes
rioxxterms.versionofrecord10.1016/j.cemconcomp.2020.103760
rioxxterms.licenseref.urihttp://www.rioxx.net/licenses/all-rights-reserved
rioxxterms.licenseref.startdate2020-07-28
rioxxterms.typeJournal Article/Review
plymouth.funderPartnership for Research in Geopolymer Concretes::European Commission


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