Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Bandar Seri Iskandar Tronoh, 32610, Perak, Malaysia.
Department of Civil Engineering, The University of Larkano, Larkana, Sindh, Pakistan.
Sci Rep. 2024 Jun 12;14(1):13569. doi: 10.1038/s41598-024-63050-7.
Revolutionizing construction, the concrete blend seamlessly integrates human hair (HH) fibers and millet husk ash (MHA) as a sustainable alternative. By repurposing human hair for enhanced tensile strength and utilizing millet husk ash to replace sand, these materials not only reduce waste but also create a durable, eco-friendly solution. This groundbreaking methodology not only adheres to established structural criteria but also advances the concepts of the circular economy, representing a significant advancement towards environmentally sustainable and resilient building practices. The main purpose of the research is to investigate the fresh and mechanical characteristics of concrete blended with 10-40% MHA as a sand substitute and 0.5-2% HH fibers by applying response surface methodology modeling and optimization. A comprehensive study involved preparing 225 concrete specimens using a mix ratio of 1:1.5:3 with a water-to-cement ratio of 0.52, followed by a 28 day curing period. It was found that a blend of 30% MHA and 1% HH fibers gave the best compressive and splitting tensile strengths at 28 days, which were 33.88 MPa and 3.47 MPa, respectively. Additionally, the incorporation of increased proportions of MHA and HH fibers led to reductions in both the dry density and workability of the concrete. In addition, utilizing analysis of variance (ANOVA), response prediction models were created and verified with a significance level of 95%. The models' R values ranged from 72 to 99%. The study validated multi-objective optimization, showing 1% HH fiber and 30% MHA in concrete enhances strength, reduces waste, and promotes environmental sustainability, making it recommended for construction.
这项研究旨在通过应用响应面法建模和优化,研究掺有 10-40%的稻壳灰(MHA)作为替代砂的材料和 0.5-2%的人发纤维的混凝土的新拌和力学性能。采用 1:1.5:3 的配合比和水灰比为 0.52 制备了 225 个混凝土试件,并在 28 天的养护期内进行了养护。结果表明,在 28 天时,掺有 30%的 MHA 和 1%的人发纤维的混合物具有最佳的抗压强度和劈裂抗拉强度,分别为 33.88 MPa 和 3.47 MPa。此外,随着 MHA 和人发纤维比例的增加,混凝土的干密度和工作性降低。此外,通过方差分析(ANOVA)创建并验证了响应预测模型,置信水平为 95%。模型的 R 值范围在 72%到 99%之间。该研究验证了多目标优化,表明在混凝土中添加 1%的人发纤维和 30%的稻壳灰可以提高强度、减少浪费并促进环境可持续性,因此推荐在建筑中使用。