Kazıklı radye temel sisteminde temel-zemin etkileşiminin yapısal davranış üzerine etkisi
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Date
2021-05-02
Authors
Fındık, Münire
Çelik, İlyas Devran
Uzundurukan, Soner
Başar, Ercan Egemen
Barlas, Adem
Journal Title
Journal ISSN
Volume Title
Publisher
Bursa Uludağ Üniversitesi
Abstract
Kazıklar ve kazıklı temeller, yapı yüklerinin yüzeysel temellere güvenle aktarılamadığı durumlarda kullanılmaktadır. Kazıklı radye temeller, kazık ve radyenin yük taşıma kapasitelerini birleştiren bir temel sistemi olması sebebiyle son yıllarda ön plana çıkmıştır. Bu sebeple, bu temel sistemlerinin güvenilir ve ekonomik tasarım için kapsamlı analitik ve deneysel çalışmalar yapılarak literatüre katkı sağlanmıştır. Bu çalışmada, kohezyonsuz zemin içerisinde yer alan kazıklı radye temellerin tasarımında kat sayısı, zemin sıkılığı, kazık boyu parametreleri değiştirilerek SAP2000 programında analizler yapılmıştır. Değişken olan parametrelerin etkileri grafiklerle sunulmuş ve yorumlanmıştır. Çalışma sonucunda kazıklı radye sisteminde radye plağın zemine temas ederek yük paylaşımında kazık taşıma kapasitesine katkı sağladığı görülmüştür. Dizayn metodunda radye plağın zemine temas ettiği durum göz ardı edilmeyerek tasarımda bu katkı göz önüne alındığında daha ekonomik ve güvenli sonuçlar elde edilmiştir.
Piles and pile foundations are used in situations where building loads cannot be safely transferred to shallow foundations. Pile raft foundations have come to the fore in recent years because they are a foundation system that combines the load bearing capacities of pile and radius. For this reason, extensive analytical and experimental studies have been conducted for the reliable and economical design of these foundation systems, contributing to the literature. In this study, in the design of pile raft foundations located in cohesionless soil, the number of floors, soil density and pile length parameters were changed and analyzes were made in the SAP2000 program. The effects of variable parameters are presented with graphics and interpreted. As a result of the study, it was observed that the raft plate in the piled raft system touched the ground and contributed to the pile carrying capacity in load sharing. In the design method, the situation where the raft plate touches the ground is not ignored and more economical and safe results are obtained by considering this contribution in the design.
Piles and pile foundations are used in situations where building loads cannot be safely transferred to shallow foundations. Pile raft foundations have come to the fore in recent years because they are a foundation system that combines the load bearing capacities of pile and radius. For this reason, extensive analytical and experimental studies have been conducted for the reliable and economical design of these foundation systems, contributing to the literature. In this study, in the design of pile raft foundations located in cohesionless soil, the number of floors, soil density and pile length parameters were changed and analyzes were made in the SAP2000 program. The effects of variable parameters are presented with graphics and interpreted. As a result of the study, it was observed that the raft plate in the piled raft system touched the ground and contributed to the pile carrying capacity in load sharing. In the design method, the situation where the raft plate touches the ground is not ignored and more economical and safe results are obtained by considering this contribution in the design.
Description
Keywords
Kazıklı temel, Yapı-zemin etkileşimi, Kohezyonsuz zemin, Pile foundation, Structure-soil interaction, Cohesionless soil
Citation
Fındık, M. vd. (2021). "Kazıklı radye temel sisteminde temel-zemin etkileşiminin yapısal davranış üzerine etkisi". Uludağ Üniversitesi Mühendislik Dergisi, 26(2), 573-588.