Hydraulic barrier layer is the major component in the cover system of a modern land"ll. The primary function of the barrier is to limit the amount of water in"ltration. Another important function is to minimize the emission of land"ll gas. In recent years, geosynthetic clay liners (GCLs) have been used in land"ll covers as hydraulic barrier layer. However, in hot and arid areas the bentonite in GCLs may develop desiccation cracks. Before the cracks are closed upon wetting, signi"cant amount of land"ll gas might have already emitted into the atmosphere. To address this issue, air permeability tests were performed to assess the e!ectiveness of GCLs as a gas barrier. The results show that air can hardly pass throu...
Gas diffusion and gas permeability tests were performed sequentially on powder and granular partiall...
This paper presents the results of an experimental testing program conducted at the University of Te...
This Thesis deals with the gas permeability and interface shear strength of Geosynthetic Clay Liners...
Geosynthetic clay liners (GCL) are manufactured hydraulic barriers consisting of mineral and geosynt...
Geosynthetic clay liners (GCLs) are widely used as hydraulic barriers because of their low saturated...
This article proposes a testing device to quickly and reliably estimate the gas permeability of bent...
International audienceThis paper is a contribution to the characterisation of permeability to gas of...
International audienceGeosynthetic clay liners (GCLs) are often selected as a part of the barrier la...
A gas flow unified measurement system (UMS-G) for sequential measurement of gas diffusion and gas pe...
The results of a series of gas permeability tests, with monitoring of gravimetric/volumetric moistur...
SUMMARY: The use of GCL in cover lining systems demands reliable forecasts about the long-term funct...
2017 Fall.Includes bibliographical references.Geosynthetic clay liners (GCLs) are thin (< 10 mm) fac...
A gas flow unified measurement system (UMS-G) for sequential measurement of gas diffusion and gas pe...
The hydration performance of GCL can be influenced from several factors one of which is bentonite ma...
2018 Summer.Includes bibliographical references.Geosynthetic clay liners (GCLs) are thin (~7 to 10 m...
Gas diffusion and gas permeability tests were performed sequentially on powder and granular partiall...
This paper presents the results of an experimental testing program conducted at the University of Te...
This Thesis deals with the gas permeability and interface shear strength of Geosynthetic Clay Liners...
Geosynthetic clay liners (GCL) are manufactured hydraulic barriers consisting of mineral and geosynt...
Geosynthetic clay liners (GCLs) are widely used as hydraulic barriers because of their low saturated...
This article proposes a testing device to quickly and reliably estimate the gas permeability of bent...
International audienceThis paper is a contribution to the characterisation of permeability to gas of...
International audienceGeosynthetic clay liners (GCLs) are often selected as a part of the barrier la...
A gas flow unified measurement system (UMS-G) for sequential measurement of gas diffusion and gas pe...
The results of a series of gas permeability tests, with monitoring of gravimetric/volumetric moistur...
SUMMARY: The use of GCL in cover lining systems demands reliable forecasts about the long-term funct...
2017 Fall.Includes bibliographical references.Geosynthetic clay liners (GCLs) are thin (< 10 mm) fac...
A gas flow unified measurement system (UMS-G) for sequential measurement of gas diffusion and gas pe...
The hydration performance of GCL can be influenced from several factors one of which is bentonite ma...
2018 Summer.Includes bibliographical references.Geosynthetic clay liners (GCLs) are thin (~7 to 10 m...
Gas diffusion and gas permeability tests were performed sequentially on powder and granular partiall...
This paper presents the results of an experimental testing program conducted at the University of Te...
This Thesis deals with the gas permeability and interface shear strength of Geosynthetic Clay Liners...