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Publications tagged with [waste containment]

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<p>This paper presents a methodology for designing side slope liner systems to accommodate downdrag due to waste settlement. Settlement and downdrag along steep-lined slopes in landfills and other waste or mining containment facilities (e.g. heap leach pads, ...
Reference: Proceedings for Tenth International Conference on Geosynthetics (ICG 10), Berlin, Germany, Sep 21-25, 2014.
<p>This paper presents the perspective of one design practitioner regarding changes that have occurred in the industry over the past 25 years &ndash; particularly as related to the design of waste containment systems using geosynthetics. An effort has been ...
Reference: Proceedings of the 25th Annual GRI Conference, Geosynthetics 2013 Conference, in coordination with IFA, Long Beach, CA, April 2013
<p>A performance-based methodology for seismic analysis and design of the geosynthetic elements of waste containment systems, including landfills and heap leach pads, has been developed. The methodology offers a rational alternative to the current state of ...
Reference: SECOND INTERNATIONAL CONFERENCE ON PERFORMANCE-BASED DESIGN IN EARTHQUAKE GEOTECHNICAL ENGINEERING, May 28-30, 2012 - TAORMINA (ITALY), Keynote Lecture No. 19
The use of fabricated geomembranes can facilitate installation of a containment system, closure cell, final cover system, sports turf barrier, floating cover, e.g., over a leachate pond to reduce precipitation and leachate volume, pond liners, e.g., stormwater ...
Reference: SUBMITTED for review and possible publication in GEOSYNTHETICS Magazine February 17, 2011
<p>This paper focuses on specific advances involving the use of geosynthetics in the different components of waste containment facilities. In particular, this paper addresses recent advances involving the use of geosynthetics in bottom liner systems (e.g. ...
Reference: Geosynthetics - 7 ICG - Delmas, Gourc & Girard (eds) © 2002 Swets & Zeitlinger, Lisse ISBN 90 5809 523 1
<p>This paper presents a brief overview of the use of geosynthetics and issues related to their consideration for landfills.</p>
Reference: Australian Geomechanics - March 2001
The paper describes a slope failure involving an unreinforced geosynthetic clay liner (GCL) in a municipal solid waste (MSW) landfill liner system. The precise mechanism for the shear movement of the interim slope is not known. However, the significant damage ...
Reference: Geosynthetics International, Vol 5, No 5, pp 521- 544
<p>This paper reviews the applications for geosynthetics in waste containment. Consideration is given to geotextiles as filters and separators in otherwise conventional landfill design, the use of drainage mats as a replacement for conventional granular drainage ...
Reference: Proceedings 44th Canadian Geotechnical Conference Calgary, Alberta September 19 to October 2, 1991