Investigation of the Load-settlement Behavior of Box-shaped Deep Foundations
Periodica Polytechnica Civil Engineering, cilt.67, sa.4, ss.960-969, 2023 (SCI-Expanded, Scopus)
- Yayın Türü: Makale / Tam Makale
- Cilt numarası: 67 Sayı: 4
- Basım Tarihi: 2023
- Doi Numarası: 10.3311/ppci.22359
- Dergi Adı: Periodica Polytechnica Civil Engineering
- Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Academic Search Premier, Aerospace Database, Communication Abstracts, Compendex, Geobase, ICONDA Bibliographic, Metadex, Civil Engineering Abstracts
- Sayfa Sayıları: ss.960-969
- Anahtar Kelimeler: deep foundations, box-shaped deep foundation, load-settlement behavior, numerical analysis, experimental method
- Açık Arşiv Koleksiyonu: AVESİS Açık Erişim Koleksiyonu
- Boğaziçi Üniversitesi Adresli: Evet
Özet
The load-settlement and monolithic behaviors of a new type of deep foundation in sand named Box-Shaped Deep Foundation (BSDF) were studied, and a comparison to Conventional Piled Raft Foundations (CPRF) was made by carrying out extensive numerical analysis. Physical model tests were also conducted to validate the numerical approach presented in this study, and it turned out to be a reasonable agreement. In the scope of this paper, the results of the parametric study are presented, and design strategies for an optimized design of BSDFs are discussed.