Dynamic Behavior of Pile Groups

摘要: The semi‐analytical solution of the dynamic behavior vertical pile groups is presented. accounts for pile‐soil‐pile interaction and based on modeling soil as a plane strain continuum piles set finite elements. method generally enough to model any group geometry in layered soil. proposed simple since it needs no special modeling, accurate its results compared well with elements method, cheaper use than element method. Some case studies are presented which show that important longer distances between static case. It shown also correction factors due frequency dependent.