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contributor authorChaicharn Chotetanorm
contributor authorPrinya Chindaprasirt
contributor authorVanchai Sata
contributor authorSumrerng Rukzon
contributor authorApha Sathonsaowaphak
date accessioned2017-05-08T21:56:02Z
date available2017-05-08T21:56:02Z
date copyrightJanuary 2013
date issued2013
identifier other%28asce%29mt%2E1943-5533%2E0000595.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66944
description abstractThe resistance to sulfate attack, compressive strength, sorptivity, and pore size of high-calcium bottom ash geopolymer mortars were studied. Ground lignite bottom ashes (BAs) with median particle sizes of 16, 25, and 32 μm were used. NaOH, sodium silicate, and temperature curing were used to activate the geopolymerization. Results showed that relatively high strengths of 40.0–54.5 MPa were obtained for the high-calcium bottom ash geopolymer mortars. The use of fine BA improved the strength and resistance to sulfate attack of mortars. The good performances were attributable to the high degree of reaction of fine BA and the associated low amount of large pores (0.05–100 μm) compared with those of coarse BA. The incorporation of water improved the workability of mixes, and the compressive strength, sorptivity, and resistance to sulfate attack decreased due to the increase in large pores.
publisherAmerican Society of Civil Engineers
titleHigh-Calcium Bottom Ash Geopolymer: Sorptivity, Pore Size, and Resistance to Sodium Sulfate Attack
typeJournal Paper
journal volume25
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000560
treeJournal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 001
contenttypeFulltext


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