Strength Analysis and Optimization of Alkali Activated Slag Backfills Through Response Surface Methodology
نویسندگان
چکیده
The significant difference in water-to-binder ratio, activator type and concentration between alkali-activated slag (AAS) paste/mortar/concrete AAS-based cemented paste backfill (AAS-CPB) means that previous results related to the properties mix optimization of AAS materials cannot be directly translated AAS-CPB. This study statistically identifies effect key influential variables such as silicate modulus, fineness on 3- 28 day unconfined compressive strength (UCS) AAS-CPB by central composite design (CCD) established response surface methodology (RSM). In this study, prominence independent their relations are investigated using ANOVA (analysis variance) having a level 0.05. certify there is strong link variable contribution UCS performance curing age. Obviously, modulus most major influencing at 3 days, respectively. Increased higher pH pore solution enhance UCS, but restrain further hydration unreacted subsequent gain advanced ages. combination (0.295), (12630.2), (0.45) gives optimum responses.
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ژورنال
عنوان ژورنال: Frontiers in Materials
سال: 2022
ISSN: ['2296-8016']
DOI: https://doi.org/10.3389/fmats.2022.844608