EFFECTS OF STRUCTURE ON SETTLEMENT AND LATERAL MOVEMENT IN SILTY SAND DEPOSITS

assessing groung damage at or near foundation caused by liquefaction of soil at depth is a complex and challenging problem facing the earthquake geotechnical engineers. In this paper the dynamic analyses were conducted as fully non-linear elasto -plastic coupled stress flow analyses with coupled liquefaction triggering using the fast lagrangian analysis of continua FLAC finite difference code .

کلیدواژه ها:

structure ، liquefaction ، loose silty sand deposit ، settlement ، lateral