Efflorescence and subflorescence induced microstructural and mechanical evolution in fly ash-based geopolymers

被引:181
作者
Zhang, Zuhua [1 ,2 ]
Provis, John L. [3 ]
Ma, Xue [4 ]
Reid, Andrew [5 ]
Wang, Hao [1 ]
机构
[1] Univ Southern Queensland, Ctr Future Mat, Toowoomba, Qld 4350, Australia
[2] Hunan Univ, Key Lab Green & Adv Civil Engn Mat & Applicat Tec, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China
[3] Univ Sheffield, Dept Mat Sci & Engn, Sheffield S1 3JD, S Yorkshire, England
[4] Southwest Univ Sci & Technol, Sch Mat Sci & Engn, Mianyang 621010, Peoples R China
[5] Halok Engn Pty Ltd, Level 1,162 Boundary St, West End, Qld 4101, Australia
基金
中国国家自然科学基金; 澳大利亚研究理事会;
关键词
Alkali activated cement; Fly ash; Durability; Microstructure; Mechanical properties; CARBONATION; SLAG; REACTIVITY; ACTIVATION; COAL;
D O I
10.1016/j.cemconcomp.2018.06.010
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper reports the effects of efflorescence on the microstructural and mechanical properties of fly ash-based geopolymers. Geopolymer pastes manufactured by sodium hydroxide and sodium silicate activation of three Class F fly ashes exhibit varying efflorescence behaviour. The geopolymer derived from sodium silicate activation of fine fly ash, which has a compact microstructure, shows a relatively slow efflorescence rate and low efflorescence potential. The efflorescence occurring on the surface of the geopolymer specimens does not change their mineralogical characteristics. However, the compressive strength development and compressive modulus of geopolymers can be affected through processes related to the loss of alkalis, and also to subflorescence. The phenomenon of subflorescence can be regarded as an extended efflorescence taking place under the surface of the material, leading to crystallisation pressure, which may exceed the tensile strength of hardened binders and generate structural damage.
引用
收藏
页码:165 / 177
页数:13
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