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Transport of Cr(VI) through clay liners containing activated carbon or acid-activated bentonite

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成果类型:
期刊论文
作者:
Lu, Haijun*;Luan, Maotian;Zhang, Jinli
通讯作者:
Lu, Haijun
作者机构:
[Lu, Haijun] Wuhan Polytech Univ, Inst Poromech, Wuhan 430023, Peoples R China.
[Lu, Haijun; Luan, Maotian; Zhang, Jinli] Dalian Univ Technol, Sch Civil & Hydraul Engn, Inst Geotech Engn, Dalian 116085, Peoples R China.
通讯机构:
[Lu, Haijun] W
Wuhan Polytech Univ, Inst Poromech, Wuhan 430023, Peoples R China.
语种:
英文
关键词:
Adsorption;Clay liner;Diffusion coefficient;Landfill;Permeability
期刊:
Applied Clay Science
ISSN:
0169-1317
年:
2010
卷:
50
期:
1
页码:
99-105
基金类别:
Acknowledgments The authors would like to express their great appreciation for the funding provided by the National Natural Science Foundation of China (50678032). The authors would also like to thank the Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, for their assistance in writing this paper and conducting this study.
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:
The potential of clays containing 3 or 6% granular activated carbon (GAC) or 3 or 6% acid-activated bentonite was assessed for use as a landfill liner-soil material. Permeability, batch adsorption and column tests were performed to evaluate the seepage properties, the Cr(VI) adsorption capacity and transport parameters of the soils. All soil specimens had a hydraulic conductivity of <1×10-7cm/s at a certain range of moulding water content. The Cr(VI) adsorption was much larger than adsorption by the raw clay. The improved clay prevented effectively the transport of Cr(VI). The diffusi...

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