سال انتشار: ۱۳۹۰

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

تعداد صفحات: ۸

نویسنده(ها):

m Sabet – Department of Civil Engineering, Yazd University, Yazd, Iran
A. M. Halabian – Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
K. Barkhordari – Department of Civil Engineering, Yazd University, Yazd, Iran

چکیده:

the finite -difference procedure has been used to simulate the dynamic behaviour of a modular – block reinforced soil retaining wall height of 6m under seismic loading . To consider the effect of soil non-linear behavior a realistic non-linear soil model is incorporated into the finite difference code used in this study in this study the walls were constructed step by step and a transient uniform pressure was applied to each soil lift to take into account the compaction process.