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生物炭改良对垃圾填埋场覆盖土土工性质的影响。

Effects of biochar amendment on geotechnical properties of landfill cover soil.

作者信息

Reddy Krishna R, Yaghoubi Poupak, Yukselen-Aksoy Yeliz

机构信息

Department of Civil and Materials Engineering, University of Illinois at Chicago, Chicago, IL, USA.

Department of Civil and Materials Engineering, University of Illinois at Chicago, Chicago, IL, USA Department of Civil Engineering, University of Dokuz Eylul, Turkey

出版信息

Waste Manag Res. 2015 Jun;33(6):524-32. doi: 10.1177/0734242X15580192. Epub 2015 Apr 21.

Abstract

Biochar is a carbon-rich product obtained when plant-based biomass is heated in a closed container with little or no available oxygen. Biochar-amended soil has the potential to serve as a landfill cover material that can oxidise methane emissions for two reasons: biochar amendment can increase the methane retention time and also enhance the biological activity that can promote the methanotrophic oxidation of methane. Hydraulic conductivity, compressibility and shear strength are the most important geotechnical properties that are required for the design of effective and stable landfill cover systems, but no studies have been reported on these properties for biochar-amended landfill cover soils. This article presents physicochemical and geotechnical properties of a biochar, a landfill cover soil and biochar-amended soils. Specifically, the effects of amending 5%, 10% and 20% biochar (of different particle sizes as produced, size-20 and size-40) to soil on its physicochemical properties, such as moisture content, organic content, specific gravity and pH, as well as geotechnical properties, such as hydraulic conductivity, compressibility and shear strength, were determined from laboratory testing. Soil or biochar samples were prepared by mixing them with 20% deionised water based on dry weight. Samples of soil amended with 5%, 10% and 20% biochar (w/w) as-is or of different select sizes, were also prepared at 20% initial moisture content. The results show that the hydraulic conductivity of the soil increases, compressibility of the soil decreases and shear strength of the soil increases with an increase in the biochar amendment, and with a decrease in biochar particle size. Overall, the study revealed that biochar-amended soils can possess excellent geotechnical properties to serve as stable landfill cover materials.

摘要

生物炭是一种富含碳的产物,它是通过在几乎没有或完全没有氧气的密闭容器中加热植物性生物质而获得的。添加生物炭的土壤有潜力作为一种垃圾填埋场覆盖材料,能够氧化甲烷排放,原因有二:生物炭改良可以增加甲烷的保留时间,还能增强生物活性,促进甲烷的甲烷营养型氧化。水力传导率、压缩性和抗剪强度是设计有效且稳定的垃圾填埋场覆盖系统所需的最重要的岩土工程特性,但尚未有关于添加生物炭的垃圾填埋场覆盖土壤这些特性的研究报道。本文介绍了一种生物炭、一种垃圾填埋场覆盖土壤以及添加生物炭的土壤的物理化学和岩土工程特性。具体而言,通过实验室测试确定了向土壤中添加5%、10%和20%(不同粒径,即生产时的粒径 - 20和粒径 - 40)生物炭对其物理化学性质(如含水量、有机含量、比重和pH值)以及岩土工程性质(如水力传导率、压缩性和抗剪强度)的影响。土壤或生物炭样品是基于干重与20%的去离子水混合制备的。还制备了初始含水量为20%的添加5%、10%和20%(重量/重量)原样生物炭或不同选定粒径生物炭的土壤样品。结果表明,随着生物炭添加量的增加以及生物炭粒径的减小,土壤的水力传导率增加,压缩性降低,抗剪强度增加。总体而言,该研究表明添加生物炭的土壤可以具备优异的岩土工程特性,用作稳定的垃圾填埋场覆盖材料。

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