High-Calcium Bottom Ash Geopolymer: Sorptivity, Pore Size, and Resistance to Sodium Sulfate AttackSource: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 001Author:Chaicharn Chotetanorm
,
Prinya Chindaprasirt
,
Vanchai Sata
,
Sumrerng Rukzon
,
Apha Sathonsaowaphak
DOI: 10.1061/(ASCE)MT.1943-5533.0000560Publisher: American Society of Civil Engineers
Abstract: The 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.
|
Collections
Show full item record
contributor author | Chaicharn Chotetanorm | |
contributor author | Prinya Chindaprasirt | |
contributor author | Vanchai Sata | |
contributor author | Sumrerng Rukzon | |
contributor author | Apha Sathonsaowaphak | |
date accessioned | 2017-05-08T21:56:02Z | |
date available | 2017-05-08T21:56:02Z | |
date copyright | January 2013 | |
date issued | 2013 | |
identifier other | %28asce%29mt%2E1943-5533%2E0000595.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/66944 | |
description abstract | The 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. | |
publisher | American Society of Civil Engineers | |
title | High-Calcium Bottom Ash Geopolymer: Sorptivity, Pore Size, and Resistance to Sodium Sulfate Attack | |
type | Journal Paper | |
journal volume | 25 | |
journal issue | 1 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)MT.1943-5533.0000560 | |
tree | Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 001 | |
contenttype | Fulltext |