Li Yefan, Dong Yanhui, El-Naggar Mohamed R, Wang Fucheng, Zhao Yixin
School of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China.
Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China.
Gels. 2024 Oct 7;10(10):639. doi: 10.3390/gels10100639.
This research systematically investigates the influence of raw material particle size and calcium content on the geopolymerization process to gain insight into the physical and mechanical properties of geopolymer gels, including setting time, fluidity, pore structure, compressive strength, and leaching characteristics of encapsulated Cr heavy metal ions. Utilizing a diverse range of particle sizes of metakaolin (MK; 3.75, 7.5, and 12 µm) and fly ash (FA; 18, 45, and 75 µm), along with varied calcium levels, this study assesses the dual impact of these factors on the final properties of both metakaolin- and fly-ash-based geopolymers. Employing sophisticated analytical techniques such as Scanning Electron Microscopy (SEM), Fourier Transform Infrared Spectroscopy (FTIR), and Nuclear Magnetic Resonance (NMR), the research meticulously documents alterations in chemical bonding, micro-morphology, and pore structures. Key findings reveal that reducing the size of MK and FA particles to 3.75 and 18 µm, respectively, enhances the compressive strength of their matrices by 128.37 and 297.58%, respectively, compared to their original values (63.59 and 33.87 MPa, respectively) at larger particle sizes. While smaller particle sizes significantly bolster compressive strength, they adversely affect slurry flow and reduce the leaching rates of Cr from MK- and FA-based matrices, reaching 0.42 and 0.75 mg/L at 3.75 and 18 µm, respectively. Conversely, increased calcium content markedly enhances setting times and contributes to the formation of dense microstructures through the production of calcium aluminate silicate hydrate (C-A-S-H) gels, thus improving the overall curing performance and durability of the materials. These insights underline the importance of fine-tuning particle size and calcium content to optimize geopolymer formulations, offering substantial benefits for varied engineering applications and promoting more sustainable construction practices.
本研究系统地研究了原料粒径和钙含量对地质聚合过程的影响,以深入了解地质聚合物凝胶的物理和力学性能,包括凝结时间、流动性、孔隙结构、抗压强度以及包裹的Cr重金属离子的浸出特性。本研究利用偏高岭土(MK;3.75、7.5和12 µm)和粉煤灰(FA;18、45和75 µm)的多种粒径以及不同的钙含量,评估了这些因素对偏高岭土基和粉煤灰基地质聚合物最终性能的双重影响。采用扫描电子显微镜(SEM)、傅里叶变换红外光谱(FTIR)和核磁共振(NMR)等精密分析技术,该研究细致地记录了化学键合、微观形态和孔隙结构的变化。主要研究结果表明,将MK和FA颗粒尺寸分别减小到3.75和18 µm,与较大粒径时的原始值(分别为63.59和33.87 MPa)相比,其基体的抗压强度分别提高了128.37%和297.58%。虽然较小的粒径显著提高了抗压强度,但它们对浆料流动性有不利影响,并降低了MK基和FA基基体中Cr的浸出率,在3.75和18 µm时分别达到0.42和0.75 mg/L。相反,增加钙含量显著延长了凝结时间,并通过生成钙铝硅酸盐水合物(C-A-S-H)凝胶促进了致密微观结构的形成,从而改善了材料的整体固化性能和耐久性。这些见解强调了微调粒径和钙含量以优化地质聚合物配方的重要性,为各种工程应用带来了巨大益处,并促进了更可持续的建筑实践。