Khalaf Ali Abdulhasan, Kopecskó Katalin, Modhfar Sarah
Department of Engineering and Geotechnics, Faculty of Civil Engineering, Budapest University of Technology and Economics, Muegyetem Rakpart 3, H-1111, Budapest, Hungary.
Department of Civil Engineering, College of Engineering, University of Basrah, 61004, Basra, Iraq.
Heliyon. 2024 Mar 12;10(6):e27784. doi: 10.1016/j.heliyon.2024.e27784. eCollection 2024 Mar 30.
Recently, utilizing industrial waste in the construction industry has gained significant attention to meet sustainability demands and mitigate the adverse environmental impacts caused by the construction industry. This study evaluates the engineering properties of waste foundry sand as a target material after stabilization with an environmentally friendly stabilizing agent (fly ash geopolymer), focusing on achieving adequate strength under ambient curing conditions as a feasible choice for road bases in geotechnical applications. While fly ash geopolymer application is typically linked with temperature curing, this research explores its application under ambient curing to enhance feasibility and reduce production costs. The fly ash geopolymer was synthesized by activating fly ash using a combination of sodium hydroxide and sodium silicate. The experimental program investigated the geopolymer-stabilized waste foundry sand at varying dosages of 7, 15, and 25 %, examining physical properties, non-destructive tests, mechanical properties, XRD phase analysis, and SEM observation. The results demonstrated that increasing fly ash dosage significantly enhanced the physical properties, mechanical properties, and microstructure of the geopolymer-stabilized waste foundry sand samples. Dry density improved from 1.75 to 2.02 g/cm; longitudinal wave velocity increased from 897.3 to 2028.4 m/s, and unconfined compressive strength rose from 109 to 5261 kPa. Notably, only samples with 25% fly ash achieved the requisite strength to satisfy the road base limit (4100 kPa). These outcomes instill confidence in the potential use of waste foundry sand as a construction material and transition it from mere filling material to a valuable resource, furthermore encouraging the adoption of fly ash geopolymer as an environmentally friendly stabilizing agent in geotechnical applications.
最近,在建筑行业中利用工业废料以满足可持续发展需求并减轻建筑行业对环境造成的不利影响已受到广泛关注。本研究评估了用环保稳定剂(粉煤灰地质聚合物)稳定后的废铸造砂作为目标材料的工程特性,重点是在环境养护条件下获得足够的强度,使其成为岩土工程应用中路基的可行选择。虽然粉煤灰地质聚合物的应用通常与温度养护有关,但本研究探索了其在环境养护条件下的应用,以提高可行性并降低生产成本。通过使用氢氧化钠和硅酸钠的组合来活化粉煤灰合成了粉煤灰地质聚合物。试验方案研究了不同剂量(7%、15%和25%)的地质聚合物稳定废铸造砂,检测了其物理性能、无损检测、力学性能、XRD相分析和SEM观察。结果表明,增加粉煤灰剂量显著提高了地质聚合物稳定废铸造砂样品的物理性能、力学性能和微观结构。干密度从1.75 g/cm提高到2.02 g/cm;纵波速度从897.3 m/s增加到2028.4 m/s,无侧限抗压强度从109 kPa提高到5261 kPa。值得注意的是,只有含25%粉煤灰的样品达到了满足路基层限(4100 kPa)所需的强度。这些结果使人们对废铸造砂作为建筑材料的潜在用途充满信心,并使其从单纯的填充材料转变为有价值的资源,此外还鼓励在岩土工程应用中采用粉煤灰地质聚合物作为环保稳定剂。