Comparative study of geopolymers synthesized with alkaline and acid reactants at various liquid-to-solid ratios using Moroccan kaolin clay

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Construction and Building Materials Pub Date : 2025-03-21 Epub Date: 2025-02-17 DOI:10.1016/j.conbuildmat.2025.140453
Hajar Dihaji , Dounia Azerkane , Lahcen Bih , Abderrahim Essaddek , EL Mehdi Haily
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Abstract

This study explores the underutilized potential of Guenfouda kaolin as a raw material for geopolymer synthesis, addressing the gap in comparative analyses of acidic and alkaline activation methods. Geopolymers were synthesized using thermally activated natural kaolin (metakaolin) with sodium-based alkaline (NaOH and Na2SiO3) and phosphoric acid (H3PO4) activation methods, with a focus on the effect of varying Liquid-to-Solid (L/S) ratios (0.5, 0.6, 0.7, and 0.8). Raw materials and geopolymers were characterized by X-ray fluorescence (XRF), X-ray Diffraction (XRD), Fourier Transform Infrared Spectroscopy (FTIR), compressive strength testing, and Scanning Electron Microscopy (SEM) coupled with Energy Dispersive Spectroscopy (EDS). Characterization of the kaolin revealed its rich alumina and silica content, making it an ideal precursor for geopolymer synthesis. XRD analysis showed a broad amorphous bump without significant variation in the crystalline structure of geopolymers at different L/S ratios. FTIR spectroscopy findings revealed the presence of specific bands related to aluminosilicate networks in alkaline geopolymers and characteristic bonds associated with phosphosilicate networks in acid geopolymers. The mechanical performance results showed that the compressive strength of alkaline geopolymers reached a maximum of 28.25 MPa at an L/S ratio of 0.6, while that of acid geopolymers was 22.73 MPa at an L/S ratio of 0.8. Densification of the geopolymer structure is improved by increasing the L/S ratio, according to SEM images. This is particularly observed at optimal ratios, where homogeneous microstructures were noted in both types of geopolymer. This study advances the sustainable utilization of local kaolin, offering novel insights into optimizing geopolymerization processes for eco-friendly construction materials.
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以摩洛哥高岭土为原料,在不同液固比下用碱性和酸性反应物合成地聚合物的比较研究
本研究探讨了冈富达高岭土作为地聚合物合成原料的未充分利用潜力,解决了酸性和碱性活化方法对比分析的空白。采用钠基碱(NaOH和Na2SiO3)和磷酸(H3PO4)活化法,热活化天然高岭土(偏高岭土)合成地聚合物,重点研究了不同液固比(L/S)(0.5、0.6、0.7和0.8)的影响。采用x射线荧光(XRF)、x射线衍射(XRD)、傅里叶变换红外光谱(FTIR)、抗压强度测试、扫描电镜(SEM)和能量色散光谱(EDS)对原料和地聚合物进行了表征。高岭土的表征表明其富含氧化铝和二氧化硅,使其成为合成地聚合物的理想前驱体。XRD分析表明,在不同的L/S比下,地聚合物的晶体结构没有明显变化。FTIR光谱结果显示,在碱性地聚合物中存在与铝硅酸盐网络相关的特定波段,在酸性地聚合物中存在与磷硅酸盐网络相关的特征键。力学性能结果表明,当L/S比为0.6时,碱性地聚合物的抗压强度最大可达28.25 MPa;当L/S比为0.8时,酸性地聚合物的抗压强度最大可达22.73 MPa。根据SEM图像,通过增加L/S比可以改善地聚合物结构的致密性。这在最佳比例下尤其明显,在两种类型的地聚合物中都发现了均匀的微观结构。本研究促进了当地高岭土的可持续利用,为优化生态建筑材料的地聚合工艺提供了新的见解。
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
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