中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
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
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
DOI10.1007/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

浏览0
下载0
收藏0
其他版本

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。