TY - JOUR
T1 - Shrinkage mitigation strategies in alkali-activated slag
AU - Ye, Hailong
AU - Radlińska, Aleksandra
N1 - Publisher Copyright:
© 2017 Elsevier Ltd
PY - 2017/11
Y1 - 2017/11
N2 - In this work, three shrinkage mitigation strategies (i.e. high-temperature curing, sulfate-enrichment, and calcium-enrichment) were evaluated and their effectiveness in mitigating shrinkage of alkali-activated slag (AAS) was studied. The results show that the cause of high-magnitude shrinkage in AAS is attributed to the high visco-elastic/visco-plastic compliance of calcium-alumina-silicate-hydrate (C-A-S-H) in AAS. High-temperature curing can considerably reduce the shrinkage of AAS, likely through strengthening and stabilizing C-A-S-H by improving the coalescence or bonding between adjacent C-A-S-H nanoparticles. However, mitigating shrinkage through early-age expansive reactions is less effective, since the dominant component of drying shrinkage in AAS is due to the long-term visco-elastic/visco-plastic deformation of C-A-S-H.
AB - In this work, three shrinkage mitigation strategies (i.e. high-temperature curing, sulfate-enrichment, and calcium-enrichment) were evaluated and their effectiveness in mitigating shrinkage of alkali-activated slag (AAS) was studied. The results show that the cause of high-magnitude shrinkage in AAS is attributed to the high visco-elastic/visco-plastic compliance of calcium-alumina-silicate-hydrate (C-A-S-H) in AAS. High-temperature curing can considerably reduce the shrinkage of AAS, likely through strengthening and stabilizing C-A-S-H by improving the coalescence or bonding between adjacent C-A-S-H nanoparticles. However, mitigating shrinkage through early-age expansive reactions is less effective, since the dominant component of drying shrinkage in AAS is due to the long-term visco-elastic/visco-plastic deformation of C-A-S-H.
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U2 - 10.1016/j.cemconres.2017.08.025
DO - 10.1016/j.cemconres.2017.08.025
M3 - Article
AN - SCOPUS:85029216151
SN - 0008-8846
VL - 101
SP - 131
EP - 143
JO - Cement and Concrete Research
JF - Cement and Concrete Research
ER -