Drying-induced changes in the structure of alkali-activated pastes
Drying of cement paste, mortar, or concrete specimens is usually required as a pre-conditioning step prior to the determination of permeability-related properties according to standard testing methods. The reaction process, and consequently the structure, of an alkali-activated slag or slag/fly...
Saved in:
Main Authors: | , , , , |
---|---|
Format: | E-Article |
Language: | English |
Published: |
Springer US
2013
|
Subjects: | |
Online Access: | http://ir.unimas.my/id/eprint/9182/1/Drying-induced%20changes%20in%20the%20structure%20of%20alkali-activated%20pastes%20%28abstract%29.pdf http://ir.unimas.my/id/eprint/9182/ |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Summary: | Drying of cement paste, mortar, or concrete
specimens is usually required as a pre-conditioning step
prior to the determination of permeability-related properties
according to standard testing methods. The reaction process,
and consequently the structure, of an alkali-activated slag or
slag/fly ash blend geopolymer binder differs from that of
Portland cement, and therefore there is little understanding
of the effects of conventional drying methods (as applied to
Portland cements) on the structure of the geopolymer
binders. Here, oven drying (60 �C), acetone treatment, and
desiccator/vacuum drying are applied to sodium silicateactivated
slag and slag/fly ash geopolymer pastes after
40 days of curing. Structural characterization via X-ray
diffraction, infrared spectroscopy, thermogravimetry, and
nitrogen sorption shows that the acetone treatment best
preserves the microstructure of the samples, while oven
drying modifies the structure of the binding gels, especially
in alkali-activated slag paste where it notably changes
the pore structure of the binder. This suggests that the
pre-conditioned drying of alkali activation-based materials
strongly affects their microstructural properties, providing
potentially misleading permeability and durability parameters
for these materials when pre-conditioned specimens are
used during standardized testing. |
---|