Seismic response of single piles in liquefiable soil considering P-delta effect
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DOI: 10.1007/s10518-019-00588-2
Abstract: Dynamic analyses of piles subjected to both vertical and horizontal loading under seismic conditions are of great significance to geotechnical and practicing engineers and the numerical methodology proposed in the present study fills the existing… read more here.
Keywords: liquefiable soil; bending moment; seismic response; response single ... See more keywords