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The strength deformation and microstructure properties of clay contaminated by landfill leachate

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成果类型:
期刊论文
作者:
Qian Zhang;Haijun Lu;Yiqie Dong;Jixiang Li
通讯作者:
Lu, Haijun
作者机构:
[Zhang Q.; Lu H.; Dong Y.; Li J.] Institute of Poromechanics, Wuhan Polytechnic University, Wuhan, 430023, China
通讯机构:
Institute of Poromechanics, Wuhan Polytechnic University, Wuhan, China
语种:
英文
关键词:
Clay;Compressive strength;Corrosion;Deformation;Gas adsorption;Microporosity;Microstructure;Nitrogen;Pore size;Compressive testing;Contaminated clays;Corrosion degree;Landfill leachates;Landfill liner system;Microstructure properties;Nitrogen adsorption;Unconfined compressive strength;Leachate treatment;adsorption;clay;compressive strength;corrosion;deformation;landfill liner;leachate;microstructure;nitrogen;pollutant;pore space;shear strength;testing method
期刊:
Nature Environment and Pollution Technology
ISSN:
0972-6268
年:
2016
卷:
15
期:
4
页码:
1231-1236
基金类别:
This research was jointly funded by the National Natural Science Foundation of China (51474168), Natural Science Foundation of Hubei Province (2014CFB889) and Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences (No. Z014007).
机构署名:
本校为第一且通讯机构
院系归属:
土木工程与建筑学院
摘要:
In order to research the corrosive state of landfill liner system, which affected by landfill leachate, and explore its strength and microstructure properties, contacting reaction between landfill leachate and compacted clay landfill liner system was simulated. Then, clay samples of different layers were investigated by unconfined compressive testing, shear testing and static nitrogen adsorption testing. The results showed that corrosion degree of clay samples caused by landfill leachate increased with the decrease of deepness of clay. And the ...

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