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- W2187321335 abstract "Impervious barriers of waste containment systems play the key role of isolating the waste from the environment. The objective of this paper is to examine the performance of a clay barrier of a landfill cover at the onset of differential settlements. The model barrier material was selected in such a way that it represents the prototype barrier materials widely used in field. Centrifuge test was performed on a model soil barrier of 25mm thickness at 40 gravities. The advantage of using centrifuge modelling is that same stress levels can be obtained as that of prototype. Continuous differential settlements were induced by using a motor-based differential settlement simulator. The hydraulic performance of the barrier was monitored during the centrifuge test by measuring the volume of water retained on the top of the barrier at different settlement stages. Wide and deep cracks penetrating to full depth of the barrier was observed and these cracks provided pathway for the infiltration of water retained on the top. The limiting distortion level (alim/l) was obtained as 0.030. The strain value corresponding to limiting distortion (�0 lim) was found to be 0.40%. Further, an attempt has been made to compare observed strain at crack initiation through direct tensile tests on kaolin clay barrier material in the laboratory." @default.
- W2187321335 created "2016-06-24" @default.
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- W2187321335 date "2011-01-01" @default.
- W2187321335 modified "2023-09-24" @default.
- W2187321335 title "EXPERIMENTAL STUDIES ON THE RESPONSE OF A CLAY BARRIER OF LANDFILL COVERS TO DIFFERENTIAL SETTLEMENTS" @default.
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