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dc.contributor.authorLofton Charles Davis;Barbato Michele;Bigdeli Yasser;Jung Jongwon;Jang JungYeon;Rusch Kelly;Gutierrez-Wing Maria Teresa
dc.date.accessioned2019-02-26T07:40:59Z
dc.date.available2019-02-26T07:40:59Z
dc.date.issued2018
dc.identifier.other%28ASCE%29EE.1943-7870.0001419.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248699
dc.description.abstractThe sulfate release from solidified/stabilized fluorogypsum was measured to develop the effective diffusion coefficients (De) as a parameter to assess the dissolution potential in aquatic applications. Specimens from 11 compositions consisting of 6–9% pH-adjusted fluorogypsum (pFG), 2–1% Type I/II portland cement (PC), and –38% Class C fly ash (FA) were exposed to solutions of 3  g L−1 (saltwater), 15  g L−1 (brackish water), and .5  g L−1 (freshwater) total dissolved solids (TDS). The effects of composition and salinity, measured as the TDS, on the sulfate De were determined to select the compositions for use in various aquatic environments. The results indicated that the solidified/stabilized pFG had a lower dissolution potential in saltwater and freshwater in comparison with brackish water. On the basis of the low De and low critical times (the time when the diffusion out of the specimen equals the precipitation onto the specimen), a composition of 8% pFG, 1% PC, and 1% FA is recommended as an alternative to limestone in saltwater and freshwater applications.
dc.publisherAmerican Society of Civil Engineers
dc.titleEstimating Sulfate Effective Diffusion Coefficients of Stabilized Fluorogypsum for Aquatic Applications
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue9
dc.journal.titleJournal of Environmental Engineering
dc.identifier.doi10.1061/(ASCE)EE.1943-7870.0001419
dc.page4018083
dc.treeJournal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 009
dc.contenttypeFulltext


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