Binder-Scale Creep Behavior of Metakaolin-Based Geopolymer
Abstract
In this study, the creep behavior of binder phase in metakaolin-based geopolymers (MKGs) was investigated using nanoindentation. The underlying influence of the Si/Al ratio on the creep behavior was determined from detailed microstructure characterization and micromechanical analysis. The results indicated a strong correlation between the binder-scale creep behavior in MKG and its microstructure, particularly the characteristic pore size, which was further related to the Si/Al ratios of the binder. Combined with micromechanical analysis, the underlying influence of the composition and structure on the creep behavior in MKG was further explained.
Recommended Citation
S. Chen et al., "Binder-Scale Creep Behavior of Metakaolin-Based Geopolymer," Cement and Concrete Research, vol. 124, Elsevier Ltd, Oct 2019.
The definitive version is available at https://doi.org/10.1016/j.cemconres.2019.105810
Department(s)
Civil, Architectural and Environmental Engineering
Research Center/Lab(s)
Center for Research in Energy and Environment (CREE)
Second Research Center/Lab
Center for High Performance Computing Research
Keywords and Phrases
Creep; Geopolymer; Nanoindentation
International Standard Serial Number (ISSN)
0008-8846
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2019 Elsevier Ltd, All rights reserved.
Publication Date
01 Oct 2019