سال انتشار: ۱۳۹۰

محل انتشار: ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله

تعداد صفحات: ۸

نویسنده(ها):

Mohsen Bagheri – Department of Civil Engineering, Babol University of Technology, Babol, Iran
Hamid Reza Tavakoli – Department of Civil Engineering, Babol University of Technology, Babol, Iran
Ali Asgari – Department of Civil Engineering, Tarbiat Modares University, Tehran,Iran

چکیده:

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 .