A Parametric Study of Embankments on Clay Soils During Earthquake Shaking
This study is a parametric evaluation of reduction in undrained shear strength of fine grained soils required to cause failure beneath embankments during earthquake loading. The evaluated parameters are: crust thickness, normalized undrained strength, maximum past pressure, and embankment height. Bo...
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| Format: | Others |
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DigitalCommons@USU
2012
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| Online Access: | https://digitalcommons.usu.edu/etd/1349 https://digitalcommons.usu.edu/cgi/viewcontent.cgi?article=2353&context=etd |