Seismic Performance of Geomembrane Placed on a Slope in MSW Landfill Cell: A Centrifuge Study

Geomembranes are one of the most commonly used geosynthetics in landfill liner systems. They retain the leachate produced by the waste and prevent leakage. Geomembranes may experience harsh environmental conditions such as extreme temperatures or earthquake loading. Earthquake loading can be an extreme loading case for landfills located in seismic regions. This study, based on dynamic centrifuge testing, investigates the effects of simulated earthquake loading on the tension experienced by the geomembrane on a landfill slope. The landfill modeled in the dynamic centrifuge test was a municipal solid waste (MSW) landfill cell with a single geomembrane-clay liner system (45° side slope and 10 m slope length). The paper shows that moderate earthquake loading (base acceleration between 0.1 g to 0.2g) can result in transient increases of around 20% in geomembrane tension, with permanent tension increases of around 5%.

[1]  R. N. Taylor,et al.  Geotechnical Centrifuge Technology , 2018 .

[2]  Spg Madabhushi,et al.  Modelling the seismic behaviour of municipal solid waste , 2004 .

[3]  H. Girard,et al.  Slope stability of lining systems—experimental modeling of friction at geosynthetic interfaces , 2002 .

[4]  Jayantha Kodikara,et al.  Analysis of tension development in geomembranes placed on landfill slopes , 2000 .

[5]  Pascal Villard,et al.  Analysis of geosynthetic lining systems (GLS) undergoing large deformations , 1999 .

[6]  Spg Madabhushi,et al.  A new Stored Angular Momentum (SAM) based earthquake actuator , 1998 .

[7]  Siew-Ann Tan,et al.  Sand–geotextile interface shear strength by torsional ring shear tests , 1998 .

[8]  Neil Dixon,et al.  Shear strength properties of geomembrane/geotextile interfaces , 1998 .

[9]  Donald E. Hullings,et al.  Design concerns and performance of geomembrane anchor trenches , 1997 .

[10]  K. Stone,et al.  Subsidence effects on clay barriers , 1991 .

[11]  Ross W. Boulanger,et al.  Smooth HDPE‐Clay Liner Interface Shear Strengths: Compaction Effects , 1991 .

[12]  Raymond B. Seed,et al.  Kettleman Hills Waste Landfill Slope Failure. I: Liner‐System Properties , 1990 .

[13]  Andrew Schofield,et al.  Cambridge Geotechnical Centrifuge Operations , 1980 .

[14]  Anirban De,et al.  Estimation of Dynamic Interfacial Properties of Geosynthetics , 1998 .

[15]  Robert M. Koerner,et al.  Stability and tension considerations regarding cover soils on geomembrane lined slopes , 1991 .