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Pile Analysis for Lateral Spreading Effects by cardusansilni is a document available to read on EtoBox.

This paper discusses a simplified pseudo-static analysis procedure for assessing piles subjected to lateral spreading during soil liquefaction. The analysis procedure separately considers the cyclic phase during ground shaking and the subsequent lateral spreading phase. Key parameters in the analysis include the properties of liquefied soils, effects of a non-liquefied crust at the ground surface, and modeling of pile groups. The paper emphasizes addressing uncertainties in the simplified analysis through p

Author

cardusansilni

Language

EN