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contributor authorAndreas Kounadis
contributor authorEfstratios Badogiannis
contributor authorNatalia Retsa
contributor authorPanagiotis Angelopoulos
contributor authorIoannis Marinos
date accessioned2022-12-27T20:42:15Z
date available2022-12-27T20:42:15Z
date issued2022/12/01
identifier other(ASCE)MT.1943-5533.0004487.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287838
description abstractDifferent fine materials that constitute either industrial or mining by-products were incorporated as filler materials in self-compacting (SC) mortars, aiming at improving their sustainability. More specifically, two common by-products of the cement industry—cement kiln dust (CKD) and bypass dust (BPD)—were evaluated together with the fine content (PeP) of residuals of perlite mining (RoM) before and after further grinding or thermal treatment, yielding the fine material products μ-silica (MS) and expanded perlite (EP), respectively. The five by-products, two limestone fillers (MP20/80), and pumice were incorporated in SC mortars, for which the last two types served as reference fillers. The effect of all fillers on the rheology, strength, and hydration of the mortars was comparatively evaluated with respect to their nature, size, shape, and inherent pozzolanic reactivity. The results illustrated that all prepared mixtures achieved the rheological criteria of self-compaction, developing satisfactory strength and altered hydration heat. The examined by-products proved to be equivalent alternative fillers for SC mortars, increasing their sustainability, which is significantly burdened with the increased grinding needs of the limestone fillers.
publisherASCE
titleHydration Heat, Rheology, and Strength of Self-Compacting Sustainable Mortars Containing Alternative Filler Materials
typeJournal Article
journal volume34
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0004487
journal fristpage04022320
journal lastpage04022320_10
page10
treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 012
contenttypeFulltext


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