TY - GEN
T1 - An Irrefutable Case for Case Histories
T2 - 8th International Conference on Case Histories in Geotechnical Engineering: Data, Software, Education, and a Tribute to Ralph Peck, Geo-Congress 2019
AU - Meehan, Christopher L.
AU - Kumar, Sanjeev
AU - Pando, Miguel A.
AU - Coe, Joseph T.
AU - Kavazanjian, Edward
N1 - Publisher Copyright:
© 2019 American Society of Civil Engineers.
PY - 2019
Y1 - 2019
N2 - The importance of case histories to our understanding of the performance of municipal solid waste (MSW) landfills subject to seismic shaking is irrefutable. Case histories have been used to establish the properties of MSW at large cyclic strains, that earthquake ground motions may be amplified by MSW landfills in a manner similar to amplification of earthquake motions by earth dams, and that, despite the potential for significant amplification, the waste mass in an unlined landfill is able to withstand very high levels of seismic loading without instability or large deformation. However, case histories have also shown that geomembrane liners for landfills may be susceptible to damage when subject to strong ground motions, that the allowable nominal tensile strain in a geomembrane may be limited due to installation damage and strain concentrations, and that sampling of geomembrane seams for CQA testing should be avoided where tensile strains are expected, including on the upper reaches and bench of a lined slope.
AB - The importance of case histories to our understanding of the performance of municipal solid waste (MSW) landfills subject to seismic shaking is irrefutable. Case histories have been used to establish the properties of MSW at large cyclic strains, that earthquake ground motions may be amplified by MSW landfills in a manner similar to amplification of earthquake motions by earth dams, and that, despite the potential for significant amplification, the waste mass in an unlined landfill is able to withstand very high levels of seismic loading without instability or large deformation. However, case histories have also shown that geomembrane liners for landfills may be susceptible to damage when subject to strong ground motions, that the allowable nominal tensile strain in a geomembrane may be limited due to installation damage and strain concentrations, and that sampling of geomembrane seams for CQA testing should be avoided where tensile strains are expected, including on the upper reaches and bench of a lined slope.
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U2 - 10.1061/9780784482162.013
DO - 10.1061/9780784482162.013
M3 - Conference contribution
AN - SCOPUS:85063516652
T3 - Geotechnical Special Publication
SP - 144
EP - 157
BT - Geotechnical Special Publication
A2 - Meehan, Christopher L.
A2 - Kumar, Sanjeev
A2 - Pando, Miguel A.
A2 - Coe, Joseph T.
PB - American Society of Civil Engineers (ASCE)
Y2 - 24 March 2019 through 27 March 2019
ER -