探索回收玻璃纤维和农业废灰对混凝土强度和环境可持续性的协同效应

IF 5.3 Q2 ENGINEERING, ENVIRONMENTAL Cleaner Engineering and Technology Pub Date : 2024-05-10 DOI:10.1016/j.clet.2024.100752
Timoth Mkilima , Yerlan Sabitov , Zhanbolat Shakhmov , Talgat Abilmazhenov , Askar Tlegenov , Atogali Jumabayev , Agzhaik Turashev , Zhanar Kaliyeva
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引用次数: 0

摘要

在当今时代,寻求建筑工程与环境保护之间的和谐至关重要。因此,探索利用废料替代传统建筑材料的可行性就显得尤为重要。遗憾的是,在混凝土生产中使用回收玻璃、稻壳和甘蔗渣灰的可能性方面缺乏相关信息。本研究调查了将回收玻璃纤维和农业废料灰渣融入混凝土以增强其强度和可持续性的可行性。在对五种混合物的机械和耐久性能进行评估时,混凝土配方中的纤维含量百分比从 1% 到 3%,灰分含量百分比从 10% 到 20%。具体来说,混合物 1、2、3、4 和 5 分别含有 1% 的纤维和 10% 的灰分、2% 的纤维和 15% 的灰分、2.5% 的纤维和 20% 的灰分、3% 的纤维和 12% 的灰分,以及 1.5% 的纤维和 18% 的灰分。混合料 2 和混合料 5 的纤维和灰分含量较高,抗压强度分别为 38.5 兆帕和 37.2 兆帕,表现突出,表明这些材料与混凝土强度之间存在正相关关系。相反,纤维和灰分含量过高的混合物 3 的强度却有所下降,这说明有必要进行细致的优化。在拉伸和弯曲强度方面,混合物 2 和混合物 5 的表现值得称赞,而混合物 3 则因纤维和灰分含量过高而受到影响。耐久性评估显示,混合物 1 和混合物 4 具有优异的抗冻融性,质量损失极小(分别为 1.5% 和 1.8%),且无明显损坏,是可持续建筑的理想选择。相比之下,混合物 3 的抗冻融性较差,对环境的影响较大,因此在选择材料时需要慎重考虑。总之,这项研究强调了通过整合回收材料优化混凝土配方的重要性,为实现更坚固、更耐用、更环保的建筑实践铺平了道路。
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Exploring the synergistic effect of recycled glass fibres and agricultural waste ash on concrete strength and environmental sustainability

In today's age, finding harmony between construction endeavors and safeguarding the environment is of utmost importance. Consequently, there is a substantial requirement to explore the feasibility of utilizing waste materials as a replacement for traditional construction substances. Unfortunately, there is a lack of information regarding the possibilities of incorporating recycled glass, rice husk, and sugarcane bagasse ash into concrete production. This study investigated the viability of integrating recycled glass fibres and agricultural waste ash into concrete to bolster its strength and sustainability. When evaluating mechanical and durability properties across five mixtures, the concrete formulations ranged in fibre content percentages from 1% to 3% and in ash content percentages from 10% to 20%. Specifically, Mixtures 1, 2, 3, 4, and 5 contained 1% fibre and 10% ash, 2% fibre and 15% ash, 2.5% fibre and 20% ash, 3% fibre and 12% ash, and 1.5% fibre and 18% ash respectively. Mixture 2 and Mixture 5, boasting heightened fibre and ash content, showcased outstanding compressive strength at 38.5 MPa and 37.2 MPa, respectively, indicating a positive correlation between these materials and concrete strength. Conversely, Mixture 3, burdened with excessive fibre and ash content, witnessed diminished strength, underscoring the necessity for meticulous optimization. In terms of tensile and flexural strength, Mixture 2 and Mixture 5 displayed commendable performance, while Mixture 3 suffered setbacks from excessive content. Durability assessments unveiled Mixture 1 and Mixture 4's superior freeze-thaw resistance, with minimal mass loss (1.5% and 1.8%, respectively) and no visible damage, rendering them favorable choices for sustainable construction. Contrastingly, Mixture 3 exhibited poorer freeze-thaw resistance and higher environmental impact, highlighting the need for careful consideration in material selection. Overall, this study underscores the importance of optimizing concrete formulations through the integration of recycled materials, paving the way for stronger, more durable, and environmentally friendly construction practices.

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来源期刊
Cleaner Engineering and Technology
Cleaner Engineering and Technology Engineering-Engineering (miscellaneous)
CiteScore
9.80
自引率
0.00%
发文量
218
审稿时长
21 weeks
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