Behavioral evaluation of soil-based rocking foundations against seismic loading: A review study

Geotechnical Geology

دوره 17، شماره 1، شهریور 2021، صفحه 455-463   

نوع مقاله: Review Articles

شناسه دیجیتال (DOI): 10.30495/geotech.2021.682715

نویسندگان

Arash Esmatkhah Irani¹؛ masoud Hajialilue-Bonab²؛ Fariba Behrooz Sarand^{* 1}؛ Hooshang Katebi²

¹Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran

²Geotechnical Group, Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran

چکیده

The presented article provides a comprehensive review of rocking foundations and related works. The purpose of review studies is to carefully recognize the related literature to evaluate a particular research question, substantive domain, theoretical approach, or methodology and, in this way, to provide readers with a state-of-the-art understanding of the research topic. In this paper, the viewpoint of significant geotechnical undertaking, methods, techniques and their disadvantages and restrictions are discussed. This assignment focuses on rocking foundation procedure as an important task with performing the high-rise loading platforms on buildings and bridges under seismic conditions with shallow foundations. Giving an introduction to the methodology, the theoretical foundations and background of studies in this field are expressed in this respect. The perspective of this approach is then explored based on the geotechnical aspects of rocking foundations.

کلیدواژه‌ها

Geotechnics؛ Rocking foundations؛ Soil؛ Surface foundations؛ Seismic loading