Electrokinetic geosynthetics in hydraulic applications

被引:91
作者
Jones, Colin J. F. P. [1 ]
Larnont-Black, John [1 ]
Glendinning, Stephanie
机构
[1] Newcastle Univ, Electrokinet Ltd, Newcastle Upon Tyne NE1 7RU, Tyne & Wear, England
基金
英国工程与自然科学研究理事会;
关键词
Electrokinetic geosynthetics; EKG materials; Strengthening slopes; Hydraulic applications; CONSOLIDATION;
D O I
10.1016/j.geotexmem.2010.11.011
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In use most geosynthetics play a passive role. New applications for geosynthetics have been identified if they can provide an active role, initiating biological, chemical or physical change to the matrix in which it is installed as well as providing the established functions. This can be achieved by combining the electrokinetic phenomena of electro-osmosis, electrophoresis and associated electrokinetic functions such as electrolysis with the traditional functions of geosynthetics of drainage, filtration, containment and reinforcement to form electokinetic geosynthetics (EKG). Electrokinetic geosynthetics can be made singly or from combinations of woven, non-woven, needle punched knitted, extruded or laminated materials and can be formed in any 2D or 3D shape. The majority of the uses of EKG are in hydraulic applications or applications with a significant hydraulic component. These can be grouped in separate engineering categories such as civil, mining, and water engineering. The concept of electrokinetic geosynthetics is described and details of applications and case studies are provided in the paper. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:381 / 390
页数:10
相关论文
共 26 条
[1]   A field trial for soft clay consolidation using electric vertical drains [J].
Chew, SH ;
Karunaratne, GP ;
Kuma, VM ;
Lim, LH ;
Toh, ML ;
Hee, AM .
GEOTEXTILES AND GEOMEMBRANES, 2004, 22 (1-2) :17-35
[2]   Dewatering of mine tailings using electrokinetic geosynthetics [J].
Fourie, A. B. ;
Johns, D. G. ;
Jones, C. J. F. P. .
CANADIAN GEOTECHNICAL JOURNAL, 2007, 44 (02) :160-172
[3]  
Fourie AB, 2004, P 11 INT C TAIL MIN, P341
[4]  
FOURIE AB, 2002, P 7 INT C GEOS NIC F, V3, P1031
[5]   Treatment of lagooned sewage sludge in situ using electrokinetic geosynthetics [J].
Glendinning, S. ;
Lamont-Black, J. ;
Jones, C. J. F. P. ;
Hall, J. .
GEOSYNTHETICS INTERNATIONAL, 2008, 15 (03) :192-204
[6]  
Glendinning S., 2005, International Journal of Geomechanics, V5, P138, DOI 10.1061/(ASCE)1532-3641(2005)5:2(138)
[7]  
GLENDINNING S, 2006, 8 INT C GEOS, P527
[8]   Electrically conductive geosynthetics for consolidation and reinforced soil [J].
Hamir, RB ;
Jones, CJFP ;
Clarke, BG .
GEOTEXTILES AND GEOMEMBRANES, 2001, 19 (08) :455-482
[9]  
HUNTLEY D, 2006, 8 INT C GEOS
[10]  
Jones CJFP, 2006, GEOSYNTHETICS, VOLS 1-4, P539