Evaluation of a geosynthetic capillary barrier

被引:26
作者
Park, KD [1 ]
Fleming, IR [1 ]
机构
[1] Univ Saskatchewan, Dept Civil & Geol Engn, Saskatoon, SK S7N 5A9, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
geotextile; rock flour; capillary break; waste cover; water retention function; hydraulic conductivity function;
D O I
10.1016/j.geotexmem.2005.06.001
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper introduces a new type of geosynthetic product, namely it geosynthetic capillary break (GCB) which provides a similar functionality to that of a traditional soil capillary break. This new product, manufactured similar to a geosynthetic clay liner and composed of non-woven geotextiles needle-punched on both sides of a fine-grained material can be used as part of an engineered cover system to reduce oxygen transport and net percolation in potentially acid generating mining wastes. The unsaturated hydraulic properties of the geotextile, fine-grained rock flour, as well as cover soil and mine tailings were determined in order to develop a set of inputs for a numerical model of an engineered cover system. The results of the modelling showed that the inclusion of the geosynthetic capillary barrier (GCB) acts to decrease Suction developed in the overlying cover materials during drainage. This increased pressure head allows the overlying materials to remain at a higher degree of saturation, potentially reducing both oxygen and moisture ingress into the waste. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:64 / 71
页数:8
相关论文
共 30 条
[1]   NUMERICAL SIMULATIONS TO INVESTIGATE MOISTURE-RETENTION CHARACTERISTICS IN THE DESIGN OF OXYGEN-LIMITING COVERS FOR REACTIVE MINE TAILINGS [J].
AKINDUNNI, FF ;
GILLHAM, RW ;
NICHOLSON, RV .
CANADIAN GEOTECHNICAL JOURNAL, 1991, 28 (03) :446-451
[2]  
[Anonymous], 1997, GEOTECHNICAL FABRICS
[3]  
[Anonymous], 1995, GEOSYNTH INT, DOI [DOI 10.1680/GEIN.2.0040, 10.1680/gein.2.0040]
[4]   A model to predict the water retention curve from basic geotechnical properties [J].
Aubertin, M ;
Mbonimpa, M ;
Bussière, BR ;
Chapuis, R .
CANADIAN GEOTECHNICAL JOURNAL, 2003, 40 (06) :1104-1122
[6]  
Bruch P.G., 1993, THESIS U SASKATCHEWA
[7]   The behavior of inclined covers used as oxygen barriers [J].
Bussière, B ;
Aubertin, M ;
Chapuis, RP .
CANADIAN GEOTECHNICAL JOURNAL, 2003, 40 (03) :512-535
[8]   THE PERMEABILITY OF POROUS MATERIALS [J].
CHILDS, EC ;
COLLISGEORGE, N .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1950, 201 (1066) :392-405
[9]  
Fredlund D.G., 1993, SOIL MECH UNSATURATE, DOI DOI 10.1002/9780470172759
[10]   The 1999 R.M. Hardy Lecture: The implementation of unsaturated soil mechanics into geotechnical engineering [J].
Fredlund, DG .
CANADIAN GEOTECHNICAL JOURNAL, 2000, 37 (05) :963-986