DOE OSTI2015
This study focused on evaluating the resistance of 300°C-autocalved alkali-activing Class F fly ash (FAF)-rich Type II Ordinary Portland Cement (OPC) blends with 80/20 and 90/10 FAF/OPC ratios to five thermal-shock (TS) fatigue cycles (one cycle, 600°C heat – 25°C water quenching). The factors to be evaluated included the hydration behaviors, crystalline/ amorphous phaseidentifications, -compositions and -transformations, and microstructural-developments andalterations for blended cements assembled by three different alkaline activators, sodium metasilicate (SMS), soda ash (SA), and sodium sulfate (SS). All factors were related directory to the changes in compressive strength after TS testing. The setting time of cement slurries at 25° and 85°C depended on the alkaline activators; SMS and SA contributing to a strong alkalinity hastened setting, while SS with moderate alkalinity extended the setting time. A more prolonged setting time was observed from non-activated cement. In this case, there were two separated hydration reactions: The first reaction was the hydration of OPC; the second one was associated with the dissolution and pozzolanic activity of FAF. In contrast, all alkali- activated cements engendered the concomitant hydration of OPC and FAF, thereby conferring a higher compressive strength on them than that of the non-activator one. The principal contributor to the development of strength of both the non-activated and activated cements at 300°C was the amorphous NaO 2 - or CaO-Al 2 O 3 - SiO 2 -H 2 O (N,C-A-S-H) phase formed by the interactions between alkaline activator, OPC, and FAF. This phase played an important role in minimizing the loss in strength after TS. On the other hand, adding SMS and SA introduced the mixed crystalline FAF-OPC hydrates, such as garranite and wairakite, as the major phases, into the autoclaved cement bodies. Also, these activators induced the formation of two FAF-related crystalline hydrates, analcime as the major phase and riversidelite (0.9 nm tobermorite) as the minor one. However, these identified phases were sensitive to TS, so converting the major phases into minor phases or vanishment. In contrast, three crystalline phases including calcite and anhydrous sodium sulfate as the major ones and 1.1 nm tobermorite as the minor one, that formed in non-activated and activated cements remained unchanged after TS. Additionally, SAactivated cement revealed porous microstructure created by the incorporation of copious amount of carbonate reaction products into the cement, raising concerns that cements might enhance the rate of water transportation and reduce compressive strength. Nevertheless, TS-insensitive amorphous N,C-A-S-H phase as the major cementitions structure coexisting with TS-insensitive crystalline products were responsible for sustaining the integrity of alkali-activated FAF-rich OPC cement systems in such harsh heat-cooling fatigue environments.