花生壳灰可持续混凝土开发:响应面方法

IF 3.9
Raghavendra Mahesh , Shiva Kumar G , Ujwal M.S. , Likheeth J. , Vinay A. , Poornachandra Pandit
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引用次数: 0

摘要

气候变化和全球变暖主要是由能源、交通和工业部门燃烧化石燃料产生的二氧化碳(CO₂)排放驱动的。在工业排放源中,普通波特兰水泥(OPC)的生产是一个重要的排放源,因为它的能源密集型过程和石灰石的化学分解。水泥因其成本效益和可靠性被广泛应用于混凝土中;然而,它的高能耗和环境影响需要寻找可持续的替代品。先前的研究已经探索了各种补充胶凝材料(SCMs),如粉煤灰、硅灰和花生壳灰(GSA),但许多研究都缺乏对其应用的优化,特别是在根据水水泥(w/c)比调整GSA含量以获得最佳的和易性和机械性能方面。此外,现有的研究往往忽略了系统的实验设计,通过先进的统计技术全面评估新鲜和硬化的性能。本研究通过采用响应面方法(RSM)来优化含有GSA作为部分水泥替代品的混凝土混合物(3-12 %),w/c比范围为0.4-0.6,从而解决了这些差距。工作性(坍落度、Vee-Bee一致性、压实系数)和力学性能(抗压强度、抗折强度和劈裂抗拉强度)根据印度标准进行了评估。结果表明,GSA对混凝土性能有显著影响,GSA的最佳配比为6.27 %,w/c比为0.42,达到66.38 %的理想配比。本研究提供了一种数据驱动的方法,通过利用农业废弃物来提高混凝土的可持续性,同时解决了先前研究中的主要缺陷。优化后的混凝土混合物不仅表现出增强的机械性能和新鲜性能,而且对可持续建筑的更广泛议程做出了重大贡献。该研究利用农业废弃物花生壳灰(GSA),促进了循环经济实践,减少了对全球二氧化碳排放主要来源传统水泥的依赖。研究结果强调了在不影响性能的情况下用GSA取代部分OPC的可行性,从而支持向更环保的基础设施材料过渡。这项研究为可扩展的、生态高效的混凝土生产奠定了基础,特别是在农业残留物丰富的地区。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Sustainable concrete development using groundnut shell ash: A response surface methodology approach
Climate change and global warming are primarily driven by carbon dioxide (CO₂) emissions from fossil fuel combustion across energy, transportation, and industrial sectors. Among industrial contributors, the production of ordinary Portland cement (OPC) is a significant source of emissions due to its energy-intensive processes and chemical decomposition of limestone. Cement is widely used in concrete because of its cost-effectiveness and reliability; however, its high energy consumption and environmental impact necessitate the search for sustainable alternatives. Previous studies have explored various supplementary cementitious materials (SCMs), such as fly ash, silica fume, and groundnut shell ash (GSA), but many lack optimization in their application, particularly in tailoring the GSA content with watercement (w/c) ratios to achieve optimal workability and mechanical performance. Additionally, existing research often overlooks systematic experimental designs that comprehensively evaluate fresh and hardened properties via advanced statistical techniques. This study addresses these gaps by employing response surface methodology (RSM) to optimize concrete mixtures incorporating GSA as a partial cement replacement (3–12 %) with w/c ratios ranging from 0.4–0.6. Workability (slump, Vee–Bee consistency, compaction factor) and mechanical properties (compressive strength, flexural strength, and split tensile strength) were evaluated according to Indian standards. The results demonstrated that the GSA significantly influenced the concrete properties, with an optimal mixture of 6.27 % GSA and a 0.42 w/c ratio achieving a desirability of 66.38 %. This study provides a data-driven approach to enhancing concrete sustainability by utilizing agricultural waste while addressing key shortcomings in prior research. The optimized concrete mixture not only demonstrated enhanced mechanical and fresh properties but also significantly contributes to the broader agenda of sustainable construction. By incorporating groundnut shell ash (GSA), an agricultural waste, this study promotes circular economy practices and reduces reliance on traditional cement, which is a major contributor to global CO₂ emissions. The findings underscore the feasibility of replacing a portion of OPC with GSA without compromising performance, thereby supporting the transition to greener infrastructure materials. This research lays the groundwork for scalable, eco-efficient concrete production, especially in regions with abundant agricultural residues.
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