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The 2012 Emilia earthquake (Italy): Geotechnical characterization and ground response analyses of the paleo-Reno river levees
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文摘

A reliable geotechnical model of old Reno river paleochannel is proposed.

Non-linear soil behaviour when approaching failure is discussed.

Influence of non-linear behaviour of liquefied soils on ground motion is evaluated.

Results, implications and limits of local seismic response analyses are discussed.

Adjustments to 1-D linear equivalent models are proposed.

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