Exploring the potential of charred bagasse as an eco-friendly material for soil stabilization

IF 6.5 Q2 ENGINEERING, ENVIRONMENTAL
Sikander Zaman Khan , Zia ur Rehman , Ammad Hassan Khan , Tahir Sultan
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引用次数: 0

Abstract

The burning of sugarcane bagasse in agricultural-rich countries has been a source of air pollution contributing to smog largely and raising the air quality index to alarming levels. Use of charred bagasse as an amendment material for highly plastic clay lies at the juncture of the reuse of waste material and carbon sequestration. The current study focuses on the use of bagasse biochar for the stabilization of soft soil as a carbon-neutral material. Bagasse biochar was added to the soil in varying proportions of 0, 2, 4, 6, 8, 10, and 12 % to determine its effects on the strength, deformation, and durability characteristics. A series of tests of consistency limits, unconfined compression tests, and swell potential tests were conducted using the above percentages. An addition of 10 % biochar was found to be optimal in reducing the overall plasticity index and swell shrinkage properties of soil whereas it increased the unconfined compressive strength (UCS) of soil from 300 kPa to 709 kPa. Fourier transform infrared spectroscopy (FTIR) tests confirmed the integration of amendment material in the soil mass. X-ray diffraction (XRD) and Scanning electron microscopy (SEM) techniques indicated the reduction of inter-pore-lattice of soil aggregates creating macro-aggregation due to the hydrophilic nature of biochar employed. Study signifies that practical applications of charred bagasse in soil stabilization can not only improve the strength and expansion-contraction phenomenon of expansive soil but it can also reduce the disposal of bagasse waste.
探索焦化甘蔗渣作为稳定土壤的环保材料的潜力
在农业发达的国家,焚烧甘蔗渣一直是空气污染的一个来源,在很大程度上造成了雾霾,并将空气质量指数提高到令人担忧的水平。利用焦化甘蔗渣作为高塑性粘土的改性材料,正处于废弃物再利用和固碳的结合点。目前的研究重点是利用甘蔗渣生物炭作为碳中性材料稳定软土。将甘蔗渣生物炭按0、2、4、6、8、10和12%的不同比例添加到土壤中,以确定其对强度、变形和耐久性特性的影响。使用上述百分比进行了一系列一致性极限测试、无侧限压缩测试和膨胀势测试。结果表明,添加10%的生物炭对降低土的整体塑性指数和膨胀收缩性能最优,而将土的无侧限抗压强度(UCS)从300 kPa提高到709 kPa。傅里叶变换红外光谱(FTIR)测试证实了修正物质在土体中的整合。x射线衍射(XRD)和扫描电镜(SEM)技术表明,由于生物炭的亲水性,土壤团聚体的孔间晶格减少,形成宏观团聚体。研究表明,将焦化甘蔗渣实际应用于土壤稳定中,不仅可以改善膨胀土的强度和胀缩现象,还可以减少甘蔗渣废弃物的处理量。
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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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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