Ghani Abdul, Khan Fasih Ahmed, Khan Sajjad Wali, Haq Inzimam Ul, Li Dongming, Khan Diyar, Qureshi Qadir Bux Alias Imran Latif
School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, 430070, China.
University of Engineering and Technology Peshawar, Peshawar, Pakistan.
Sci Rep. 2024 Aug 19;14(1):19147. doi: 10.1038/s41598-024-70303-y.
This research is focused on the development of an eco-friendly low-cost concrete using fly ash (FA) and marble powder waste (MPW) as partial replacements for cement and fine aggregate respectively. The substantial use of cement in concrete makes it expensive and contributes to global warming due to high carbon emissions. Thus, using such waste materials can help reduce the overall carbon footprint. For this purpose, various mix designs of concrete were developed by varying the percentages of FA and MPW. The concrete's fresh and hardened properties were experimentally determined for those mixes. The test results revealed that MPW as a sand substitute increases strength up to 40% and gradually decreases beyond that, but a 60% replacement still has more strength than the control specimen. Similarly, using FA as a cement replacement was found to reduce the strength, but the reduction was not very significant up to 20%. A mixed blend of FA and MPW showed superior results and maximum strength was obtained at F10M40. The optimal mix, with 10% FA and 40% MPW (F10M40), achieved a compressive strength of 4493.46 psi, a 16.21% improvement compared to the control mix proportion. Furthermore, the microstructure of the cementitious material was improved due to the pozzolanic reaction that led to a denser microstructure, as supported by the permeability test and SEM analysis.
本研究聚焦于开发一种环保型低成本混凝土,分别使用粉煤灰(FA)和大理石粉废料(MPW)作为水泥和细集料的部分替代品。混凝土中大量使用水泥使其成本高昂,且由于高碳排放导致全球变暖。因此,使用此类废料有助于减少整体碳足迹。为此,通过改变FA和MPW的百分比,开发了各种混凝土配合比设计。对这些配合比的混凝土的新拌性能和硬化性能进行了实验测定。试验结果表明,用MPW替代砂可使强度提高达40%,超过该比例后强度逐渐降低,但60%的替代率仍比对照试件具有更高的强度。同样,发现用FA替代水泥会降低强度,但在20%以内降低幅度并不十分显著。FA和MPW的混合掺合料显示出优异的结果,在F10M40时获得了最大强度。最佳配合比为10%FA和40%MPW(F10M40),其抗压强度达到4493.46 psi,相比对照配合比提高了16.21%。此外,由于火山灰反应导致微观结构更致密,胶凝材料微观结构得到改善,这得到了渗透性试验和扫描电子显微镜分析的支持。