HELICAL PILE AS A NEW METHOD TO INCREASERESISTANCE AGAINST EARTHQUAKES AND CYCLICLOADS
سال انتشار: 1403
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 70
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شناسه ملی سند علمی:
SEE09_079
تاریخ نمایه سازی: 10 آبان 1403
چکیده مقاله:
The importance of the interaction between soil and structure stems from the fact that differentstructures are built on soils. In contrast, various phenomena can threaten the stability of thesestructures built on soil. Employing different methods, including helical piles, can help mitigatedamage and reinforce these structures. That is an incredible approach to improve resistance againstcyclic loads. This research aims to develop a novel method for reinforcing various structures andassessing the ultimate load capacity of single-helix and double-helix helical piles through cyclicloading simulation in a physical modeling device (۱g). Based on the findings, this model of pilesincreases resistance against seismic loads.
کلیدواژه ها:
نویسندگان
Reza Hoseinpour
Ph.D. Student, Shahid Beheshti University, Tehran, Iran,
Mohsen Keramati
Assistant Professor, Faculty of Civil Engineering., Shahrood University of Technology, Shahrood,Iran,
Cristina de Hollanda Cavalcanti Tsuha
Associate Professor, Department of Geotechnical Engineering, University of Sao Paulo at SaoCarlos, Saocarlense, Brazil,