Oliwa Kacper, Kozub Barbara, Łoś Katarzyna, Łoś Piotr, Korniejenko Kinga
Faculty of Material Engineering and Physics, Cracow University of Technology, Jana Pawła II 37, 31-864 Cracow, Poland.
Department of Machine Parts and Mechanism, Faculty of Mechanical Engineering, Technical University of Liberec, Studentská 1402/2, 46117 Liberec, Czech Republic.
Materials (Basel). 2025 Aug 20;18(16):3892. doi: 10.3390/ma18163892.
This article presents experimental studies on the characterization of geopolymer composites intended for applications in aquatic environments, with particular emphasis on underwater infrastructure. The motivation for conducting the research was the growing need to develop durable and ecological building materials that will be resistant to long-term exposure to moisture and aggressive chemical agents, typical for the underwater environment, where traditional cement concretes undergo gradual degradation due to long-term water impact, including hydrotechnical and underwater infrastructure. Geopolymer binders were produced based on metakaolin activated by alkaline solutions containing sodium hydroxide. Several series of mixtures with additives such as blast furnace slag, amphibolite and carbon fibers were developed to evaluate the effect of these components on mechanical strength, water absorption and chemical durability. The conducted studies showed that slag additions improved mechanical properties, for the best composition it across 50 MPa. In contrast, the addition of amphibolite had an unfavorable effect, which probably results from introducing inhomogeneity into the material structure. The presence of carbon fibers promoted matrix cohesion, but their uneven distribution could lead to local strength differences. Water absorption tests have shown that geopolymers reach full water saturation within 24 to 48 h, which indicates rapid establishment of capillary equilibrium and limited further water penetration. The conclusions from the work indicate that geopolymer composites with a moderate amount of blast furnace slag and subjected to appropriate curing conditions. High strength, water and chemical resistance make them suitable for, among others, the construction of marine foundations, protection and structural shields of submerged applications.
本文介绍了旨在用于水生环境,特别是水下基础设施的地质聚合物复合材料特性的实验研究。开展这项研究的动机是,人们越来越需要开发出耐用且环保的建筑材料,这些材料要能抵抗水下环境中常见的长期湿气和侵蚀性化学物质的影响,在这种环境中,传统水泥混凝土会因长期受水冲击而逐渐退化,包括水工技术和水下基础设施。地质聚合物粘结剂是基于由含氢氧化钠的碱性溶液活化的偏高岭土制成的。开发了几个系列含高炉矿渣、角闪石和碳纤维等添加剂的混合物,以评估这些组分对机械强度、吸水性和化学耐久性的影响。所进行的研究表明,添加矿渣改善了机械性能,最佳配方的抗压强度超过50兆帕。相比之下,添加角闪石产生了不利影响,这可能是由于在材料结构中引入了不均匀性。碳纤维的存在促进了基体粘结,但它们分布不均可能导致局部强度差异。吸水性测试表明,地质聚合物在24至48小时内达到完全水饱和,这表明能迅速建立毛细平衡并限制进一步的水渗透。该研究得出的结论表明,含有适量高炉矿渣并经过适当养护条件的地质聚合物复合材料,因其高强度、耐水性和耐化学性,使其适用于海洋基础建设、水下应用的保护和结构屏蔽等领域。