Investigating the effective parameters on soil-pile interaction under dynamic loads
سال انتشار: 1402
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 20
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شناسه ملی سند علمی:
GEOTEC05_048
تاریخ نمایه سازی: 5 شهریور 1403
چکیده مقاله:
Post-earthquake studies showed that earthquakes could cause damage to piles. Therefore, several analytical, laboratory, and numerical studies have been conducted on the seismic behavior of piles considering different types of soil constitutive models. In this paper, the literature on the behavior of the soil-pile system subjected to seismic loading was reviewed so that the practical and valuable results of previous studies, as well as the shortcomings and limitations of their research, were presented in detail.
کلیدواژه ها:
نویسندگان
Mohammad M Ahmadi
Professor in Geotechnical Engineering, Sharif University of Technology, Tehran, Iran
Sadjad Hadei
Ph.D. Candidate, Sharif University of Technology, Tehran, Iran
Sahhad A Borzeshi
M.Sc. Student, Sharif University of Technology, Tehran, Iran
Arash Hokmabadi
M.Sc. Student, Sharif University of Technology, Tehran, Iran