Show simple item record

contributor authorD. V. Bompa
contributor authorB. Xu
contributor authorO. Corbu
date accessioned2023-04-07T00:35:34Z
date available2023-04-07T00:35:34Z
date issued2022/12/01
identifier other%28ASCE%29MT.1943-5533.0004532.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289348
description abstractThis paper describes an experimental investigation into the properties of ambient cured one-part alkali-activated materials (AAMs). Mixes incorporating waste glass (WG), ground granulated blast-furnace slag (GGBS), fly ash (FA), and sodium metasilicate pentahydrate were assessed in terms of workability, water absorption, physical and mechanical properties, and environmental impact. Microstructure investigations on selected mixes were also carried out. The GGBS-only mixes had low workability and high early strength that declined over time, whereas FA-only mixes had virtually no strength. Equal proportions of WG and GGBS provided similar fresh properties to those of GGBS mixes yet comparatively higher strengths and a positive strength time gradient. Mixes incorporating 50% GGBS, 25% FA, and 25% WG had the best balance between mechanical properties and workability, with compressive strengths above 40 MPa suitable for structural applications. An increase in activator content from 14% to 21% enhanced the strengths by 39.1%–54.6%. The flexural strengths were largely proportional to the compressive strengths, the water absorption properties were like those of cement mortars, and dry densities depended on the proportions of the constituent binders. Finally, the AAM mixes had between 53% and 72% less embodied carbon compared with a corresponding cement mortar.
publisherASCE
titleEvaluation of One-Part Slag–Fly-Ash Alkali-Activated Mortars Incorporating Waste Glass Powder
typeJournal Article
journal volume34
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0004532
journal fristpage05022001
journal lastpage05022001_14
page14
treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 012
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record