Finite element-based p-y curves in sand
Yükleniyor...
Tarih
2023
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Springer
Erişim Hakkı
info:eu-repo/semantics/openAccess
Özet
P-y curves are used in the prediction of non-linear soil resistance resulting from the horizontal pile movement. Many of the p-y curves have been developed in the 1970s for the petroleum industry to predict the horizontal capacity of piles supporting oil platforms. These curves are based on the beam theory fed by strain-gauge data installed on several full-size pile tests. In this particular study, a p-y curve formula for sand was developed using 34 finite element combinations. The p-y curve formula includes the input of soil modulus, soil friction angle, soil unit weight and pile diameter. The results of the formula and the finite element program were validated against the test data available in the literature.
Açıklama
Anahtar Kelimeler
p-y curve, Pile, Lateral pile loading, Midas GTS NX
Kaynak
Arabian Journal for Science and Engineering
WoS Q Değeri
Scopus Q Değeri
Cilt
48
Sayı
Künye
Hamberi, M. (2023). Finite element-based p-y curves in sand. Arabian Journal for Science and Engineering içerisinde 48, 14183-14194. Springer.
