Journal
CONSTRUCTION AND BUILDING MATERIALS
Volume 262, Issue -, Pages -Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2020.120823
Keywords
Fly ash-cement paste; Mean silicate chain length; Curing stage; Aluminate species
Categories
Funding
- National key R and D [2018YFC0705404]
- National Natural science foundation of China [51678317, 51978352, 51778513, 51908378]
- Natural science foundation of Shandong Province [ZR2017JL024]
- Fok YingTong Education Foundation for Young Teachers in the Higher Education Institutions of China [161069]
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Cement-based materials commonly suffer attacking from detrimental ions in marine environment and the degradation mechanism for material is complicated. To study the effect of curing stage on degradation process, the microstructure and molecular structure of fly ash and Portland cement paste curing at 1 day, 7 day, 14 day and 28 day with w/c ratio of 0.35 in seawater solutions for 90 days are investigated by Al-27 and Si-29 magic-angle spinning (MAS) NMR spectroscopy, XRD and SEM tests. It reveals that more Friedal salt and Aft hydration phase are formed when the samples curing at early stage (1 day) are immersed in the sea water due to unhydrated and porous microstructure subject to sulfate and chloride ions. Based on the Si-29 spectrum analysis, the increasing of mean silicate chain length of C-S-H and the degrading for AlO4/SiO4 ratio demonstrate that detrimental ions in seawater lead to the dealuminization and polymerization for the cement hydrate. Furthermore, Al-27 NMR test observes phase transformation from Al[4] in C-S-H gel to Al[6] Aft phase for samples in marine environment. Prolonging the curing age and incorporating fly ash in cement paste can significantly help resist the degradation for aluminate-silicate chains in C-S-H gel and aluminate phase transformation. More importantly, the hydration degrees for cement and fly ash computed separately illustrate that the aggressive ions in seawater act as activating role on fly ash, contributing to the secondary hydration of fly ash-cement paste. The activation effect is more pronounced for samples suffer to marine environment especially in the very early curing age, which significantly help resist aggressive ions as the cement paste in low hydration degree. Hopefully, this study can provide valuable insights on design of durable and sustainable marine concrete. (C) 2020 Published by Elsevier Ltd.
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