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竹炭生物炭对低塑性黏土和粉砂持水性能和强度的影响。

Effect of Bamboo biochar on strength and water retention properties of low plastic clay and silty sand.

机构信息

Department of Civil and Environmental Engineering, Indian Institute of Technology Patna, Patna, Bihar, India.

出版信息

Sci Rep. 2023 Apr 17;13(1):6201. doi: 10.1038/s41598-023-33466-8.

Abstract

Biochar is a carbon-rich stable product derived from the thermochemical decomposition of biomass. The properties of biochar vary with types of feedstock, heating rate, pyrolysis temperature, etc. Consequently, the mechanical and hydrological properties of biochar amended soil (BAS) also differ with types of biochar and soils. However, the effect of bamboo biochar (BB) amendment on soil strength and water retention properties is missing in the previous literature. Bamboo biomass was pyrolysed at 600 °C to produce biochar. BB and soils (low plastic clay (CL) and silty sand (SM)) were mixed to prepare BAS. The samples were prepared by mixing BB in five ratios, i.e., 0%, 1%, 2%, 3.5% and 5% of dry soil weight. The biochar application has increased optimum moisture content, alkalinity (pH) and Atterberg limits, whereas, reduced maximum dry density and specific gravity of both the soils (CL and SM). The unconfined compressive strength (UCS) of CL soil was noted to increase by 10.5% with 2% biochar content and decreased after that, whereas the UCS of SM soil was found to decrease continuously with the biochar content increment. Therefore, the unconfined compressive strength (UCS) result showed that biochar application has contrary effects on both soils. The measured gravimetric water content (GWC) of BAS was increased with biochar increment in both soils. However, GWC increased more in CL than in SM soil at the same biochar content. The microstructural analysis showed that the biochar amendment filled the pore space of the soil matrix, resulting in an increase in UCS and GWC values. The increased water retention capacity and strength (UCS) of biochar amended CL soil provides evidence that it could be used as a landfill cover material.

摘要

生物炭是一种富含碳的稳定产物,由生物质的热化学分解而得。生物炭的性质因原料种类、加热速率、热解温度等因素而异。因此,添加生物炭的土壤(BAS)的力学和水文性质也因生物炭和土壤的类型而不同。然而,以前的文献中缺少关于竹炭(BB)改良对土壤强度和保水性能影响的研究。竹生物质在 600°C 下热解得到生物炭。将 BB 和土壤(低塑性粘土(CL)和粉砂壤土(SM))混合制备 BAS。通过将 BB 以 0%、1%、2%、3.5%和 5%的干土重量的五个比例混合到土壤中制备样品。生物炭的应用增加了最优含水量、碱度(pH)和 Atterberg 限制,而降低了两种土壤(CL 和 SM)的最大干密度和比重。CL 土壤的无侧限抗压强度(UCS)在添加 2%生物炭含量时增加了 10.5%,之后降低,而 SM 土壤的 UCS 随着生物炭含量的增加而连续降低。因此,UCS 结果表明生物炭的应用对两种土壤都有相反的影响。两种土壤的 BAS 实测重量含水量(GWC)随生物炭含量的增加而增加。然而,在相同的生物炭含量下,CL 土壤的 GWC 增加比 SM 土壤更多。微观结构分析表明,生物炭的添加填充了土壤基质的孔隙空间,导致 UCS 和 GWC 值增加。生物炭改良 CL 土壤的保水能力和强度(UCS)的提高为其可用作垃圾填埋场覆盖材料提供了证据。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e311/10110512/1c6cf09d8b0e/41598_2023_33466_Fig1_HTML.jpg

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