Liquefaction-Induced Downdrag on Piles: Centrifuge and Numerical Modeling, and Design Procedures
Pile foundations are designed to transfer superstructure loads through positive skin friction and tipresistance while undergoing acceptable settlements. For sites with liquefiable soil, estimating dragload (from soil reconsolidation) and pile settlement (from seismic loads, reduced pile capacity fromexcess pore pressures, Read more