To investigate the possibility that combined thermal and moisture cycles can cause irrecoverable shrinkage of geosynthetic clay liner (GCL) panels when left exposed in the field, the dimensional stability of four different GCL products were investigated under idealised cycles in the laboratory. A number of variables, including type of GCL, initial moisture content and boundary conditions were examined to assess the effects of these variables on the potential incremental and total shrinkage. Nine samples, involving four different GCL products were tested to investigate whether the specific characteristics of each GCL had an effect on the observed GCL shrinkage. The resulting deformations of the panels were then measured using both hand measu...
vers ted d G vior ed nd h th cles we hni ve gain s (Row d have g the u d perfo e geom brane (Thiel e...
Use of Geosynthetic Clay Liners (GCLs) in landfill barrier design has been the focus of recent studi...
Geosynthetic clay liners (GCLs) are hydraulic barriers that contain of a thin layer of Nabentonite c...
To analyze the effects of cyclic wetting and drying on shrinkage of a non-scrim reinforced geosynthe...
ABSTRACT: Recently, several geomembrane/geotextile-encased geosynthetic clay liner (GCL) composite l...
A physical model was employed to evaluate the potential shrinkage of a needle-punched nonwoven/nonwo...
Shrinkage of GCL panels in composite liners left exposed to solar radiation (i.e with no cover soil ...
The hydration of three different geosynthetic clay liners (GCLs) subjected to daily thermal cycles w...
Two GCLs reported to have experienced significant shrinkage at other locations are examined on both ...
The swelling characteristics of "ve di!erent geosynthetic clay liners (GCLs) are examined. Resu...
Bentonite is one of the most commonly used materials in geotechnical engineering applications especi...
ii Geosynthetic clay liners (GCL) are a composite material commonly used as hydraulic barriers in la...
The soil shrinkage behavior of mineral substrates needs to be considered for engineering long-term d...
The progression of hydration of Geosynthetic Clay liner (GCL) from underlying subsoil was studied fo...
The hydration of Geosynthetic Clay Liners (GCLs) from underlying clayey sand subsoil (SC) is studied...
vers ted d G vior ed nd h th cles we hni ve gain s (Row d have g the u d perfo e geom brane (Thiel e...
Use of Geosynthetic Clay Liners (GCLs) in landfill barrier design has been the focus of recent studi...
Geosynthetic clay liners (GCLs) are hydraulic barriers that contain of a thin layer of Nabentonite c...
To analyze the effects of cyclic wetting and drying on shrinkage of a non-scrim reinforced geosynthe...
ABSTRACT: Recently, several geomembrane/geotextile-encased geosynthetic clay liner (GCL) composite l...
A physical model was employed to evaluate the potential shrinkage of a needle-punched nonwoven/nonwo...
Shrinkage of GCL panels in composite liners left exposed to solar radiation (i.e with no cover soil ...
The hydration of three different geosynthetic clay liners (GCLs) subjected to daily thermal cycles w...
Two GCLs reported to have experienced significant shrinkage at other locations are examined on both ...
The swelling characteristics of "ve di!erent geosynthetic clay liners (GCLs) are examined. Resu...
Bentonite is one of the most commonly used materials in geotechnical engineering applications especi...
ii Geosynthetic clay liners (GCL) are a composite material commonly used as hydraulic barriers in la...
The soil shrinkage behavior of mineral substrates needs to be considered for engineering long-term d...
The progression of hydration of Geosynthetic Clay liner (GCL) from underlying subsoil was studied fo...
The hydration of Geosynthetic Clay Liners (GCLs) from underlying clayey sand subsoil (SC) is studied...
vers ted d G vior ed nd h th cles we hni ve gain s (Row d have g the u d perfo e geom brane (Thiel e...
Use of Geosynthetic Clay Liners (GCLs) in landfill barrier design has been the focus of recent studi...
Geosynthetic clay liners (GCLs) are hydraulic barriers that contain of a thin layer of Nabentonite c...