An experimental study on the microstructure and triaxial shear of structured clay in contact with landfill leachate
文献类型:期刊论文
作者 | Xu, Shicheng; Lu, Haijun; Liu, Junzhu; Li, Jixiang |
刊名 | BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
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出版日期 | 2019 |
卷号 | 78期号:6页码:4611-4622 |
关键词 | Structured clay Landfill leachate Triaxial shear test Microstructure Particle distribution |
ISSN号 | 1435-9529 |
DOI | 10.1007/s10064-018-1409-0 |
英文摘要 | City solid waste stock has exceeded 8 billion tons in China, and the output and coverage area of solid waste are increasing daily. Landfill leachate can be generated during biodegradation of disposed and stored solid waste. Leachate contains high concentrations of organic mixtures and heavy metal ions. Natural undisturbed soil has high anti-seepage capacity and its permeability coefficient is less than 1 x 10(-7) cm/s in underlying stratum, which can delay leachate contamination of the environment surrounding a landfill site. However, undisturbed soil exhibits certain structural characteristics. After long-term leachate corrosion, leachate leakage will inevitably influence the stability of stratum underlying a landfill. In this study, the mechanical characteristics of undisturbed clay under the actions of landfill leachate and stress were analyzed via a consolidated-undrained triaxial shear test. Comprehensive microstructure laboratory tests, including X-ray diffraction, scanning electron microscopy, and laser particle size tests, were performed to determine at different times the microstructure of undisturbed clay due to corrosion by landfill leachate. Experimental results indicate the strength and microstructural evolution of structured clay under the actions of landfill leachate and stress. The research results are helpful for evaluating the safety and predicting the stability of a landfill's underlying stratum. |
WOS研究方向 | Engineering ; Geology |
语种 | 英语 |
WOS记录号 | WOS:000482240400052 |
源URL | [http://119.78.100.198/handle/2S6PX9GI/14906] ![]() |
专题 | 岩土力学所知识全产出_期刊论文 国家重点实验室知识产出_期刊论文 |
作者单位 | 1.Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan 430023, Hubei, Peoples R China; 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China; 3.Beijing Geo & Inv Engn Inst, Beijing 100083, Peoples R China |
推荐引用方式 GB/T 7714 | Xu, Shicheng,Lu, Haijun,Liu, Junzhu,et al. An experimental study on the microstructure and triaxial shear of structured clay in contact with landfill leachate[J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,2019,78(6):4611-4622. |
APA | Xu, Shicheng,Lu, Haijun,Liu, Junzhu,&Li, Jixiang.(2019).An experimental study on the microstructure and triaxial shear of structured clay in contact with landfill leachate.BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,78(6),4611-4622. |
MLA | Xu, Shicheng,et al."An experimental study on the microstructure and triaxial shear of structured clay in contact with landfill leachate".BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT 78.6(2019):4611-4622. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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