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پنجمین سمینار شیمی کاربردی انجمن شیمی ایران
Behavior of Reinforced Earth Wall under Seismic Loading
Behavior of Reinforced Earth Wall under Seismic Loading
نویسندگان :
Rouzbeh Dabiri ( Assistant Professor, Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran ) , Behnam Zanjani ( M.Sc. of Geotechnical Engineering, Department of Civil Engineering, East Azerbaijan Science and Research Branch, Islamic Azad University, Tabriz, Iran )
کلید واژه ها :
Reinforced Earth Wall, Steel strip, Stability Analysis, Static Loading, Seismic Loading
چکیده مقاله :
The set of activities that leads to increasing soil efficiency (increasing bearing capacity and reducing settlement) is called soil improvement. One of the most important of these methods is the soil reinforcement technique. In recent years, extensive studies have been conducted on the static stability of these walls. In this research, 2D numerical simulations of planar strain by Plaxis 2D finite element software, the effect of geometric and mechanical parameters of steel strips such as distances, length and stiffness of belts on displacements and earth wall stability coefficient reinforced with steel strips in static and seismic conditions, has been studied.
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