Preliminary Study of Agricultural Waste as Biochar Incorporated into Cementitious Materials

Shishir Sinha, A. Pandey, S. B, B. Prasad
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Abstract

Incorporating small amounts of biochar into cementitious materials has partial effects on the environment. In this present study, rice husk was collected as agricultural biomass from a local area of Roorkee Uttarakhand, which contains siliceous material to a significant extent. Biochar was prepared from agricultural waste in a muffle furnace at a temperature of 500 ℃ for 90 min and ground to a fineness of less than 10 µm. Prior to incorporation into building envelopes such as mortar and concrete, a basic study on cement pastes is essentially required. For this purpose, different dosages of biochar such as 0, 3%, 5% and 10% wt. were replaced with cement in cementitious materials. Physical properties such as water absorption, density and porosity were investigated. Furthermore, mechanical and thermal properties such as compressive strength and thermal conductivity were studied. Advanced tools like field emission scanning electron microscopy (FESEM), X-ray diffraction (XRD) and thermogravimetric analyzer (TGA) were used to identify the hydration products. As the dosages increased in the cement matrix, the physical properties of sample were increased and porosity decreased. The compressive strength of biochar incorporated cement paste improved according to 0, 3%, 5% and 10% wt. It further reveals that as the dosage increased, the thermal conductivity of the samples decreased significantly. Moreover, the sustainable assessment showed that biochar could reduce embodied carbon, embodied energy and strength efficiency substantially over the control sample. A satisfactory result was obtained at 5% wt. and 10 % wt. of biochar. The overall result revealed that biochar up to 10% wt. can be incorporated into mortar and concrete due to better results than the control mix.
农业废弃物作为生物炭加入胶凝材料的初步研究
将少量生物炭掺入胶凝材料中对环境有部分影响。在本研究中,稻壳作为农业生物质从鲁尔基北阿坎德邦当地收集,其中含有硅质物质的显著程度。以农业废弃物为原料,在马弗炉中500℃加热90 min制备生物炭,磨细度小于10µm。在掺入砂浆和混凝土等建筑围护结构之前,对水泥浆进行基本研究是必不可少的。为此,在胶凝材料中用水泥代替不同剂量的生物炭,如0、3%、5%和10% wt。对其吸水性、密度、孔隙率等物理性能进行了研究。此外,还研究了材料的力学和热性能,如抗压强度和导热系数。采用场发射扫描电镜(FESEM)、x射线衍射仪(XRD)和热重分析仪(TGA)等先进的工具对水化产物进行了鉴定。随着掺入量的增加,试样的物理性能增加,孔隙率降低。生物炭掺入水泥浆体的抗压强度在0、3%、5%和10% wt下均有显著提高。进一步表明,随着掺入量的增加,水泥浆体的导热系数显著降低。可持续评价结果表明,与对照相比,生物炭显著降低了土壤的隐含碳、隐含能和强度效率。在生物炭添加量为5%和10%时,均获得满意的效果。总体结果表明,在砂浆和混凝土中掺入10%重量的生物炭比对照混合物的效果更好。
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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