Wood ash as an eco-friendly alternative for sustainable cement replacement in concrete

Suehail Aijaz Shah , M. A. Tantray , Arooba Rafiq Bhat
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Abstract

Wood burning is a common practice in various domestic and industrial activities in our region, including baker's furnaces, hamams, fireplaces, and small-scale industries, leading to the generation of large quantities of wood ash as a byproduct. Improper disposal of this ash poses environmental risks such as soil and water contamination, increased soil alkalinity, air pollution, and health hazards. Given its mineral-rich composition including calcium, potassium, and magnesium and silica, wood ash has potential as a supplementary cementitious material, offering a sustainable solution for waste utilization and resource conservation. This study investigates the feasibility of using locally sourced wood ash, obtained from a traditional baker (Nanawai), as a partial cement replacement in concrete. Concrete mixes were prepared with varying percentages of wood ash, and their fresh and hardened properties were evaluated through standard tests for workability, compressive strength, and durability performance. The results indicate that incorporating wood ash up to an optimal replacement level improves certain mechanical properties without significantly compromising workability, while also contributing to waste reduction. The findings support the potential of wood ash as a sustainable material in concrete production and highlight the need for further research on long-term performance and environmental impact quantification through lifecycle assessment.
木灰作为一种环保的替代品,可替代混凝土中的可持续水泥
木材燃烧在我们地区的各种家庭和工业活动中是一种常见的做法,包括面包房炉、浴室、壁炉和小型工业,导致产生大量的木灰作为副产品。处置不当会造成环境风险,如土壤和水污染、土壤碱度增加、空气污染和健康危害。由于其富含钙、钾、镁和二氧化硅等矿物质,木灰具有作为补充胶凝材料的潜力,为废物利用和资源节约提供了可持续的解决方案。本研究调查了使用从当地传统面包师(Nanawai)获得的木灰作为混凝土中部分水泥替代品的可行性。用不同比例的木灰配制混凝土,并通过可加工性、抗压强度和耐久性的标准测试来评估其新鲜和硬化性能。结果表明,将木灰掺入到最佳替代水平可以改善某些机械性能,而不会显著影响可加工性,同时还有助于减少浪费。研究结果支持了木灰作为混凝土生产中可持续材料的潜力,并强调了通过生命周期评估对长期性能和环境影响量化进行进一步研究的必要性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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CiteScore
3.30
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0.00%
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