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Abstract
soil liquefcation affects the maximum absolute bending moment acting on piles during and after earthquakes in this research a numerical model is prepared using the finite element program DIANA 9.3 ( 2008) in order to investigate the behavior of piles in liquefiable soil - structure interaction system under seismic excitation and submerged conditions. a wide range parametric study considering submergence conditions earthquake magnitude earthquake duration pile diameter and pile length has been carried out in order to investigate the behavior of such piles results show that earthquake magnitude.