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Keywords: Liner system
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Journal Articles
Geosynthetics International (2024) 31 (5): 597–609.
Published: 23 October 2024
...H. Xie; J. Wu; L. Zhan; A. Bouazza; Y. Shi; Y. Chen; J. Lan This paper presents a design method for liner systems of municipal solid waste (MSW) landfills with high leachate heads based on the breakthrough time of an indicative contaminant (Chloride). The performance of liner systems with varying...
Journal Articles
Geosynthetics International (2004) 11 (6): 439–454.
Published: 01 December 2004
... Dynamic Friction Liner system Slopes The inclined plane test is used to determine soil–geosynthetic or geosynthetic–geosynthetic interface properties, especially in the case where normal stress (σ′) at the interface is small (less than approximately 30 kPa) (Ling et al. 2002...
Journal Articles
Geosynthetics International (2004) 11 (4): 311–329.
Published: 01 August 2004
... © 2004 Thomas Telford Ltd 2004 Geosynthetics Geosynthetic clay liner Geomembrane Bentonite Flow Liquid Water Migration Hydration Leakage Defect Containment Liner system Barrier Hydraulic conductivity In the analyses presented in Sections 2 and 3 of this paper...
Journal Articles
Geosynthetics International (2004) 11 (4): 330–354.
Published: 01 August 2004
... migration through the overlaps. © 2004 Thomas Telford Ltd 2004 Geosynthetics Geosynthetic clay liner Geomembrane Bentonite Hydration Hydrated area Flow Water Migration Containment Liner system Barrier Hydraulic conductivity where sb = suction head...
Journal Articles
Geosynthetics International (1997) 4 (3-4): 391–431.
Published: 01 January 1997
... and the paper presents analytical evaluations of advective leachate flow through GCLs, low-permeability soil layers (such as CCLs), and two-layer systems including a GCL and a low-permeability soil layer. The analyses presented explain why some calculations typically performed for landfill liner system design...
Journal Articles
Geosynthetics International (1997) 4 (3-4): 215–292.
Published: 01 January 1997
...J.P. Giroud; B.A. Gross; R. Bonaparte; J.A. McKelvey This paper provides analytical and graphical solutions related to the flow of leachate in a leakage collection layer due to defects in the overlying liner (i.e. the primary liner of a double liner system). The defects are assumed to be small (e.g...
Journal Articles
Geosynthetics International (1995) 2 (6): 1149–1180.
Published: 01 January 1995
... surface is below the geomembrane. KEYWORDS: Geosynthetic, Geomembrane, Slope, Stability, Water flow, Liner system, Layered system. AUTHORS: J.P. Giroud, Senior Principal, GeoSyntec Consultants, 621 N.W. 53rd Street, Suite 650, Boca Raton, Florida 33487, USA, Telephone: 1/407-995-0900, Telefax: 1/407-995...

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