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Please use this identifier to cite or link to this item: http://dspace.library.iitb.ac.in/jspui/handle/100/2707

Title: Centrifuge model studies on clay liners of landfills
Authors: VISWANADHAM, BVS
Issue Date: 2003
Publisher: WORLD SCIENTIFIC PUBL CO PTE LTD
Citation: Proceedings of the Twelfth Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Vol 1 and 2,1299-1301
Abstract: Compacted Clay Liners (CCLs) made-up of soil of low permeability characteristics are generally prone to damage when subjected to non-uniform settlements. Non-uniform settlements lead to bending and are critical for the behaviour of clay liners. As a result, the clay liner could loose its integrity and sealing efficiency. In this paper, relevance of centrifuge modeling technique for studying affect of non-uniform settlements on the integrity of the CCL of a liner system is presented. The centrifuge tests were carried out at 50g by simulating non-uniform settlements of a landfill using a trap-door arrangement. In addition the possibility of using a geogrid layer within the CCL to retain the integrity is brought out.
URI: http://dspace.library.iitb.ac.in/xmlui/handle/10054/16126
http://hdl.handle.net/100/2707
ISBN: 981-238-559-2
Appears in Collections:Proceedings papers

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