Drying characteristic of clays has been revisited and a mathematical model to predict moisture change has been developed and is presented in this paper. The development of the mathematical model has allowed for the factors controlling the moisture movement within the clay for a range of temperature, relative humidity environments, and varying properties of clay composite. Strong correlations between aforesaid parameter and drying characteristics were observed and are discussed in detail. In addition, an argument is presented for the superiority of the drying-rate test in current laboratory procedures for determining the moisture retention in comparison with moisture extraction under ‘on site’ conditions
Bentonite absorbs water to a greater extent than any other ordinary plastic clay and as a consequenc...
Bentonite clay is widely used as a hydraulic barrier in geosynthetic clay liners (GCLs) due to low h...
The field performance of Geosynthetic Clay Liners (GCLs) is a topic that is general in scope yet one...
Abstract Geosynthetic clay liners are widely used as hydraulic barrier due to their l...
Moisture desorption observations from two bentonite clay mats subjected to ten environmental zones w...
A laboratory test program was conducted to determine the moisture-suction relationships of geosynthe...
ii Geosynthetic clay liners (GCL) are a composite material commonly used as hydraulic barriers in la...
peer reviewedThis paper presents a thermo-hydro-mechanical framework to model the dryingbehavior of ...
Use of Geosynthetic Clay Liners (GCLs) in landfill barrier design has been the focus of recent studi...
A correct description of the evolution of moisture concn. profiles in shrinking materials is complic...
This paper discusses the sustainable performance of geosynthetic clay liners (GCLs) which are popula...
Geosynthetic clay liners (GCLs) as a substitute material to compacted clay liner (CCLs) can be emplo...
Three different chilled-mirror hygrometer test procedures were developed to investigate the time-dep...
Geosynthetic clay liners (GCLs) have gained popularity as a barrier system in modern landfill constr...
Geosynthetic clay liners (GCLs) are widely used to isolate pollutants because of their low hydraulic...
Bentonite absorbs water to a greater extent than any other ordinary plastic clay and as a consequenc...
Bentonite clay is widely used as a hydraulic barrier in geosynthetic clay liners (GCLs) due to low h...
The field performance of Geosynthetic Clay Liners (GCLs) is a topic that is general in scope yet one...
Abstract Geosynthetic clay liners are widely used as hydraulic barrier due to their l...
Moisture desorption observations from two bentonite clay mats subjected to ten environmental zones w...
A laboratory test program was conducted to determine the moisture-suction relationships of geosynthe...
ii Geosynthetic clay liners (GCL) are a composite material commonly used as hydraulic barriers in la...
peer reviewedThis paper presents a thermo-hydro-mechanical framework to model the dryingbehavior of ...
Use of Geosynthetic Clay Liners (GCLs) in landfill barrier design has been the focus of recent studi...
A correct description of the evolution of moisture concn. profiles in shrinking materials is complic...
This paper discusses the sustainable performance of geosynthetic clay liners (GCLs) which are popula...
Geosynthetic clay liners (GCLs) as a substitute material to compacted clay liner (CCLs) can be emplo...
Three different chilled-mirror hygrometer test procedures were developed to investigate the time-dep...
Geosynthetic clay liners (GCLs) have gained popularity as a barrier system in modern landfill constr...
Geosynthetic clay liners (GCLs) are widely used to isolate pollutants because of their low hydraulic...
Bentonite absorbs water to a greater extent than any other ordinary plastic clay and as a consequenc...
Bentonite clay is widely used as a hydraulic barrier in geosynthetic clay liners (GCLs) due to low h...
The field performance of Geosynthetic Clay Liners (GCLs) is a topic that is general in scope yet one...