Compressive strength and microstructural characteristics of class C fly ash geopolymer

被引:607
|
作者
Guo, Xiaolu [1 ]
Shi, Huisheng [1 ]
Dick, Warren A. [2 ]
机构
[1] Tongji Univ, Minist Educ, Key Lab Adv Civil Engn Mat, Shanghai 200092, Peoples R China
[2] Ohio State Univ, Sch Environm & Nat Resources, Wooster, OH 44691 USA
来源
CEMENT & CONCRETE COMPOSITES | 2010年 / 32卷 / 02期
关键词
Geopolymer; Class C fly ash; Compressive strength; Microstructural characteristics;
D O I
10.1016/j.cemconcomp.2009.11.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Geopolymers prepared from a class C fly ash (CFA) and a mixed alkali activator of sodium hydroxide and sodium silicate solution were investigated. A high compressive strength was obtained when the modulus of the activator viz., molar ratio of SiO2/Na2O Was 1.5, and the proper content of this activator as evaluated by the mass proportion of Na2O to CFA was 10%. The compressive strength of these samples was 63.4 MPa when they were Cured at 75 degrees C for 8 h followed by curing at 23 degrees C for 28 d. In FTIR spectroscopy, the main peaks at 1036 and 1400 cm(-1) have been attributed to asymmetric stretching of Al-O/Si-O bonds, while those at 747 cm(-1) are due to the Si-O-Si/Si-O-Al bending band, The main geopolymeric gel and calcium silicate hydrate (C-S-H) gel co-exist and bond some remaining unreacted CFA spheres as observed in XRD and SEM-EXDA. The presence of gismondine (zeolite) was also observed in the XRD pattern. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:142 / 147
页数:6
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