A-Review of some different factors affecting the Gravity retaining walls

سال انتشار: 1401
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 180

فایل این مقاله در 9 صفحه با فرمت PDF قابل دریافت می باشد

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این مقاله:

شناسه ملی سند علمی:

ICSAU08_0156

تاریخ نمایه سازی: 25 اردیبهشت 1402

چکیده مقاله:

Gravity retaining walls are relatively rigid walls used for supporting soil laterally so that it can be retained at different levels on the two sides. Retaining walls are structures designed to restrain soil to a slope that it would not naturally keep to (typically a steep, near-vertical or vertical slope). They are used to bound soils between two different elevations often in areas of terrain possessing undesirable slopes or in areas where the landscape needs to be shaped severely and engineered for more specific purposes like hillside farming or roadway overpasses. In this paper, various influencing factors on gravity retaining walls will be investigated. Some important cases in this article can be mentioned are the investigation of geo-Synthetic Reinforced Soil Retaining Wall Combined with a Gravity Retaining Wall and seismic behavior and deformation modes of gravity retaining walls.

نویسندگان

Zahra Kaeed

Ph.D student, Department of civil engineering, Isfahan(Khorasgan) Branch, Islamic Azad University, Isfahan, Iran

Niloofar Salemi

Department of civil engineering, Isfahan (Khorasgan) Branch, Islamic Azad University, Isfahan, Iran