EXAMINING DYNAMIC BEHAVIOR OF GEOSYNTHETIC REINFORCED SOIL RETAINING WALLS USING NUMERICAL METHODششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله
اضافه کردن به علاقهمندیها
نویسنده(ها)
محل انتشار
ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله
اطلاعات انتشار
سال ۱۳۹۰
صفحات
۸ صفحه
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.<\div>
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