Seismic Performance of Geomembrane Placed on a Slope in MSW Landfill Cell: A Centrifuge Study
暂无分享,去创建一个
[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 .