Influence of bio-cementation on gas permeability of unsaturated soils in landfill cover system

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Longjian Huang, Weiling Cai, Bogireddy Chandra, Ankit Garg, Yanning Wang
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Abstract

Landfill cover systems should exhibit low gas permeability to minimize the overflow of greenhouse gases and subsequent air pollution. Microbially induced carbonate precipitation (MICP), a biocementation technique, has been applied for subsurface soil stabilization by improving the shear strength of the soil. However, the impact of MICP on the gas permeability of unsaturated soils remains unknown. Considering the role of biocementation in the modification of soil interpores, this study investigated the feasibility of using the MICP technique to reduce the gas permeability of granite residual soils in response to unsaturated conditions. The biocemented soil samples were prepared by mixing soils with MICP chemical solutions at different chemical concentrations. Water retention tests and measurements of gas permeability were performed, in which suction, volumetric water content and gas permeability were continuously monitored. Additionally, energy-dispersive X-ray spectroscopy and X-ray diffraction analyses were performed to investigate the formation of CaCO3 precipitates; scanning electron microscopy was used to study the impact of MICP on the soil interpore structure, and the acid washing method was used to determine the CaCO3 content. The results showed that soils treated with higher concentrations of MICP chemical solutions had higher air entry pressures and residual water contents. This indicates the improvement of water retention due to the presence of MICP, which increases the microstructural porosity and enhances the capillarity, as observed via microscopy. Furthermore, the results revealed that biocementation significantly reduced the gas permeability of the soil and that the change in the maximum gas permeability strongly correlated with the MICP chemical solution concentration and the CaCO3 content. This study highlights the role of MICP in soil–water–air interface studies and the potential application of this biocementation technique to minimizing gas emission issues in landfill cover systems.

Graphical abstract

Abstract Image

生物固结对垃圾填埋场覆盖系统中非饱和土壤气体渗透性的影响
垃圾填埋场覆盖系统应具有较低的气体渗透性,以尽量减少温室气体的溢出和随之而来的空气污染。微生物诱导碳酸盐沉淀(MICP)是一种生物固化技术,通过提高土壤的抗剪强度来稳定地下土壤。然而,MICP 对非饱和土壤气体渗透性的影响仍然未知。考虑到生物水泥在改变土壤孔隙中的作用,本研究调查了使用 MICP 技术降低花岗岩残积土在非饱和条件下气体渗透性的可行性。通过将土壤与不同化学浓度的 MICP 化学溶液混合,制备了生物水泥土壤样本。进行了保水试验和气体渗透性测量,其中对吸力、体积含水量和气体渗透性进行了连续监测。此外,还进行了能量色散 X 射线光谱和 X 射线衍射分析,以研究 CaCO3 沉淀的形成;使用扫描电子显微镜研究 MICP 对土壤孔隙间结构的影响,并使用酸洗法测定 CaCO3 含量。结果表明,用较高浓度的 MICP 化学溶液处理过的土壤具有较高的空气进入压力和残余水含量。通过显微镜观察,这表明 MICP 的存在提高了土壤的保水性,增加了微观结构的孔隙度,增强了毛细管的通透性。此外,研究结果表明,生物水泥化显著降低了土壤的气体渗透性,最大气体渗透性的变化与 MICP 化学溶液浓度和 CaCO3 含量密切相关。这项研究强调了 MICP 在土壤-水-空气界面研究中的作用,以及这种生物固化技术在减少垃圾填埋场覆盖系统气体排放问题上的潜在应用。 图文摘要
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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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