智能建筑策略:通过优化干贫混凝土混合料,将粉煤灰纳入可持续城市基础设施

Hrushikesh N. Kedar, Ashwini S. Damale, Gokul H. Nagare, Audumbar B. Jundre
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引用次数: 0

摘要

工业废物,特别是飞灰的数量不断增加,对环境构成重大挑战。本研究探讨了稳定池灰在道路建设中的创新利用,通过优化其掺入干贫混凝土(DLC)层来实现坚固的路面。粉煤灰稳定使用水力粘合剂,特别是石膏和磨粒高炉渣。27种试验混合物进行了一系列的实验室实验,评估压实、无侧限抗压强度(UCS)和耐久性。采用响应面法(RSM)和方差分析(ANOVA)确定了77 %粉煤灰、5 %石膏和18 % GGBS的最佳粘结剂配比。满足IRC:SP-49对刚性路面施工的要求,最佳配合比7天UCS为2.1 MPa(标准差±0.23 MPa),弹性模量为1100 MPa。在12次干湿循环的耐久性评估中,累积质量损失低,为4.8% %,表明其对环境暴露的抵抗力有所提高。这种方法为柔性路面施工提供了技术上可行和可持续的解决方案,同时解决了粉煤灰处理的挑战,从而促进了循环经济。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Smart construction strategies: Incorporating fly ash in sustainable city infrastructure through optimized dry lean concrete mixes
The increasing volume of industrial waste, particularly fly ash, poses significant environmental challenges. This study explores the innovative utilization of stabilized pond ash in road construction by optimizing its incorporation into layers of Dry Lean Concrete (DLC) for robust pavements. Fly ash was stabilized using hydraulic binders, particularly gypsum and Ground Granulated Blast Furnace Slag. Twenty-seven experimental mixtures were subjected to a series of laboratory experiments assessing compaction, unconfined compressive strength (UCS), and durability. The optimal binder mixture of 77 % fly ash, 5 % gypsum, and 18 % GGBS was determined using Response Surface Methodology (RSM) and Analysis of Variance (ANOVA). Meeting the requirements of IRC:SP-49 for rigid pavement construction, the best mix achieved a 7-day UCS of 2.1 MPa (standard deviation ±0.23 MPa) and a resilient modulus of 1100 MPa. A low cumulative mass loss of 4.8 % during a durability assessment over 12 wetting-drying cycles demonstrated improved resistance to environmental exposure. This approach offers a technically viable and sustainable solution for flexible pavement construction while resolving fly ash disposal challenges, hence promoting the circular economy.
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