Effects of biochar on the shrinkage and mechanical properties of sustainable engineered geopolymer composites: A comparative study between biochar sources, pyrolysis temperatures, and particle sizes

IF 9
Yuekai Xie
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Abstract

The effects of biochar prepared from different sources, pyrolysis temperatures, and particle sizes on the engineered geopolymer composites have not been well investigated. This paper presented the laboratory investigation of the autogenous shrinkage, compressive and flexural strengths, and tensile performance of sustainable and low-carbon engineered geopolymer composites modified with biochar produced from wood, bamboo, and coconut shell under high (650 °C) and low pyrolysis temperatures (450 °C). The prepared biochar was screened by 300 (coarse) and 75 μm (fine) sieves to obtain different particle sizes. The results indicate that the incorporation of 4 % biochar inhibits the development of the autogenous shrinkage of the engineered geopolymer composites by up to 12.1 %. The autogenous shrinkage decreases with the increased pyrolysis temperature or decreased particle size. The coconut shell biochar is more effective in the shrinkage mitigation than the bamboo or wood biochar. The addition of an appropriate quantity of biochar enhances the compressive, flexural, and tensile strengths of the engineered geopolymer composites, which are increased to 101.7, 14.8 MPa, and 6.62 MPa, with corresponding improvements of 24.2 %, 16.4 %, and 15.0 %, respectively. The tensile strain is improved from 8.83 % to 9.54 %. The cost-benefit analysis indicates that the output of the compressive, flexural, and tensile strengths from the unit cost is increased by up to 24.0 %, 16.2 %, and 14.8 %, respectively. The carbon footprint of the materials used in each mix proportion suggests the compressive, flexural, and tensile strength gain from unit carbon emission is improved by 32.4 %, 27.4 %, and 24.9 %, respectively. The source, pyrolysis temperature, particle size, and dosage to achieve the highest mechanical properties of EGC in this study are coconut shell, 650 °C, smaller than 75 μm, and 2 %, respectively.
生物炭对可持续工程地聚合物复合材料收缩和力学性能的影响:生物炭来源、热解温度和粒径的比较研究
不同来源的生物炭、热解温度和粒径对工程地聚合物复合材料的影响尚未得到很好的研究。本文介绍了在高温(650°C)和低温(450°C)热解条件下,以木材、竹子和椰子壳为原料制备的生物炭改性可持续低碳工程地聚合物复合材料的自收缩、抗压、抗折强度和拉伸性能的实验室研究。制备的生物炭采用300 μm粗筛和75 μm细筛进行筛选,得到不同粒径的生物炭。结果表明,掺入4%的生物炭可抑制工程地聚合物复合材料自收缩的发展,其自收缩率可达12.1%。随着热解温度的升高和粒径的减小,自缩水率减小。椰壳生物炭比竹木生物炭更能有效地减缓收缩。加入适量的生物炭可提高工程地聚合物复合材料的抗压、抗折和抗拉强度,分别达到101.7 MPa、14.8 MPa和6.62 MPa,分别提高24.2%、16.4%和15.0%。拉伸应变由8.83%提高到9.54%。成本效益分析表明,单位成本产生的抗压、抗折和抗拉强度分别提高了24.0%、16.2%和14.8%。各混合比例材料的碳足迹表明,单位碳排放带来的抗压、抗折和抗拉强度分别提高了32.4%、27.4%和24.9%。本研究中能使EGC获得最高力学性能的原料为椰壳,热解温度为650℃,粒径小于75 μm,投加量为2%。
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
9.20
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