Resistance of lignite bottom ash geopolymer mortar to sulfate and sulfuric acid attack

被引:218
作者
Sate, Vanchai [1 ]
Sathonsaowaphak, Apha [2 ]
Chindaprasirt, Prinya [1 ]
机构
[1] Khon Kaen Univ, Sustainable Infrastruct Res & Dev Ctr, Dept Civil Engn, Fac Engn, Khon Kaen 40002, Thailand
[2] Nakhon Ratchasima Rajabhat Univ, Program Construct Technol, Fac Ind Technol, Nakhon Ratchasima 30000, Thailand
关键词
Compressive strength; Durability; Bottom ash; Geopolymer; Mortar; FLY-ASH; PULVERIZED COAL; STRENGTH; CEMENT; CONCRETE; WORKABILITY;
D O I
10.1016/j.cemconcomp.2012.01.010
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents an investigation of the compressive strength and the durability of lignite bottom ash geopolymer mortars in 3% sulfuric acid and 5% sodium sulfate solutions. Three finenesses of ground bottom ash viz., fine, medium and coarse bottom ash were used to make geopolymer mortars. Sodium silicate, sodium hydroxide and curing temperature of 75 degrees C for 48 h were used to activate the geopolymerization. The results were compared to those of Portland cement and high volume fly ash mortars. It was found that the fine bottom ash was more reactive and gave geopolymer mortars with higher compressive strengths than those of the coarser fly ashes. All bottom ash geopolymer mortars were less susceptible to the attack by sodium sulfate and sulfuric acid solutions than the traditional Portland cement mortars. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:700 / 708
页数:9
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