Eco-friendly metakaolin-basalt geopolymer blocks: A sustainable building material alternative

Blasius Ngayakamo , Silke Christiansen
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Abstract

This study investigates the development and characterization of eco-friendly metakaolin-based geopolymer blocks incorporating basalt rock powder as a silica source. The geopolymer samples were synthesized with varying metakaolin-to-basalt ratios (70:30, 60:40, and 50:50) and characterized using X-ray fluorescence (XRF), Fourier transform infrared spectroscopy (FTIR), and scanning electron microscopy (SEM). XRF analysis confirmed the high silica (50.70 %) and alumina (40.15 %) content of metakaolin, while basalt exhibited significant iron oxide (8.78 %) and calcium oxide (10.60 %), contributing to improved mechanical properties. Fourier-transform infrared spectroscopy (FTIR) showed progressive polymerization in geopolymer samples with increased MK content, evidenced by shifts in Si–O–Al stretching vibrations. Physical and mechanical tests demonstrated that increasing basalt content led to improved bulk density and compressive strength, with the 50:50 MK–basalt mix achieving the highest values: 2.31 g/cm³ density and 19.6 MPa compressive strength after 28 days. Water absorption decreased with higher basalt content and longer curing, dropping to 8.0 % for the 50:50 mix at 28 days. Scanning electron microscopy (SEM) revealed that the 60:40 mix achieved the most uniform and densely packed microstructure after 28 days, balancing N-A-S-H gel formation and filler efficiency. Overall, the 60:40 blend offers an optimal balance of durability, strength, and microstructural integrity for geopolymer applications. These results highlight the potential of metakaolin-basalt geopolymer blocks as sustainable construction materials with enhanced durability and reduced environmental impact.
生态友好型偏高岭土-玄武岩地聚合物块体:可持续建筑材料的替代品
本文研究了以玄武岩粉为硅源的生态友好型偏高岭土聚合物块体的开发与表征。合成了不同偏高岭土与玄武岩比例(70:30、60:40和50:50)的地聚合物样品,并利用x射线荧光(XRF)、傅里叶变换红外光谱(FTIR)和扫描电镜(SEM)对其进行了表征。XRF分析证实偏高岭土中二氧化硅(50.70 %)和氧化铝(40.15 %)含量较高,玄武岩中氧化铁(8.78 %)和氧化钙(10.60 %)含量较高,力学性能较好。傅里叶变换红外光谱(FTIR)显示,随着MK含量的增加,地聚合物样品发生了递进式聚合,这可以通过Si-O-Al拉伸振动的变化来证明。物理力学试验表明,增加玄武岩含量可以提高堆积密度和抗压强度,其中50:50的mk -玄武岩混合物达到最高,28天后密度为2.31 g/cm³ ,抗压强度为19.6 MPa。含水率随玄武岩含量的增加和养护时间的延长而降低,50:50混合龄期28 d,含水率降至8.0 %。扫描电镜(SEM)显示,60:40的混合物在28天后达到了最均匀和致密的微观结构,平衡了N-A-S-H凝胶形成和填充效率。总的来说,60:40的混合为地聚合物应用提供了耐久性、强度和微观结构完整性的最佳平衡。这些结果突出了偏高岭土-玄武岩地聚合物块体作为可持续建筑材料的潜力,具有增强耐久性和减少环境影响的特点。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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