Title of article :
The effect of high temperatures up to 1000 °C on the length changes of two alkali-activated aluminosilicate composites, one of them with quartz sand aggregates, the second with electrical porcelain, is analyzed in the paper. The thermal strain vs. tempera
Author/Authors :
Bayram Ercikdi، نويسنده , , Ayhan Kesimal، نويسنده , , Ferdi Cihangir، نويسنده , , Haci Deveci، نويسنده , , ?brahim Alp، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2009
Abstract :
In this study, the influence of binder type and dosage on the mechanical properties and microstructure of cemented paste backfill (CPB) was investigated using ordinary Portland cement (OPC), Portland composite cement (PCC) and sulphate resistant cement (SRC). The CPB samples of OPC and PCC were observed to lose their unconfined compressive strengths (UCSs) after 56 days. This could be associated with the sulphide moiety of the tailings, i.e. the attack on hydration products by sulphate and acid internally generated via the oxidation of pyrite present. In this respect, those CPB samples of sulphate resistant-based cements (SRC and a mix of OPC and SRC) maintained good long-term strengths and stability (i.e. no loss of strength). Increasing binder dosage (5–7 wt.%) improved the UCSs of CPB samples up to 1.9-fold with no loss of strength at >5 wt.%. Decreasing water-to-cement ratio appeared to produce a beneficial effect on the UCSs of CPB samples. SEM studies have provided further insight into the microstucture of CPB and confirmed the deleterious formation of gypsum as the expansive phase. These findings have demonstrated the practical importance of binder type/dosage and water-to-cement ratio for the short- and long-term mechanical performance of CPB.
Keywords :
Water-to-cement ratio , Unconfined compressive strength , Sulphide tailings , Cemented paste backfill , Binder dosage , Binder type
Journal title :
Cement and Concrete Composites
Journal title :
Cement and Concrete Composites