Thusyanthan, NI and Madabhushi, SPG and Singh, S (2005) Seismic performance of geomembrane placed on a slope in a MSW landfill cell -A centrifuge study. Geotechnical Special Publication. pp. 2841-2852. ISSN 0895-0563Full text not available from this repository.
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 bythe 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 0.1g to 0.2g) can result in transient increases of around 20% in geomembrane tension, with permanent tension increases of around 5%.
|Divisions:||Div D > Geotechnical and Environmental|
|Depositing User:||Unnamed user with email email@example.com|
|Date Deposited:||18 May 2016 18:50|
|Last Modified:||30 May 2016 03:40|