Experimental Investigation on Durability of One-Part and Two-Part Alkali-Activated Slag Concretes in Sulfuric Acid Environment: Development of a Durability Index and CO2 Emission Assessment
摘要
The alkali-activated cements (AACs) are considered a promising alternative to conventional Portland cement due to their potential for significantly reducing CO2 emissions. The choice of activator type is crucial for improving AACs performance, particularly in minimizing CO2 emissions and enhancing durability. This study examines the effect of one-part activators (Na2SiO3·5H2O, Na2SiO3-anhydrous) and two-part activators (NaOH + Na2SiO3) on the mechanical and durability characteristics of alkali-activated slag concrete (AASC) exposed to sulfuric acid for 210 days. The results indicate that the compressive strength of one-part AASC activated with Na2SiO3-anhydrous surpasses two-part AASC by 60% after 210 days of acid exposure. The acid penetration depths for these mixtures are measured at 6.2 mm and 8.1 mm, respectively, while the corresponding reductions in sample dimensions are recorded as 6.7% and 9.4%. Based on the X-ray diffraction (XRD) patterns, the formation of Bassanite and Millosevichite phases in the two-part mixture after exposure to the sulfuric acid environment indicates that it is more vulnerable than the one-part mixture. The Na2SiO3-anhydrous-activated AASC exhibited superior performance in acidic conditions and displayed a more homogeneous structure compared to the Na2SiO3·5H2O-activated one-part AASC and the two-part AASC. A dimensionless index, i.e. Durability Index (DI), is proposed to evaluate the durability of AASCs in acidic environments. Additionally, an index for CO2 emissions is introduced. The CO2 emissions from the two-part AASC and the one-part AASC activated with Na₂SiO3·5H2O are approximately 9% and 28% higher, respectively, than those of the one-part AASC activated with Na2SiO2-anhydrous, highlighting its environmental superiority.