Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/1053
Title: Model Studies of Lateral Soil Pressure on Drilling Piles in Dry and Saturated Sands
Authors: Olgun, Murat
Fidan, B.
Yenginar, Y.
Keywords: Load-Transfer
Nondisplacement Piles
Shaft Resistance
Friction
Capacity
Field
Issue Date: 2019
Publisher: SPRINGER
Abstract: The results of a model study of single piles shaft bearing capacity in dry and saturated sandy soils are presented. The effect of loading rate on pile shaft capacity was investigated. The shaft bearing capacities of the piles were determined by pile load tests and compared with theoretical results. Generally, pile shaft capacities are greater than the theoretical values. The lateral earth pressure coefficient K depends on the internal friction angle of the soil, the pile diameter, the effective stress, and the saturation degree of the soil. It is shown that K decreases as the pile length/ diameter ratio increases.
URI: https://doi.org/10.1007/s11204-019-09603-9
https://hdl.handle.net/20.500.13091/1053
ISSN: 0038-0741
1573-9279
Appears in Collections:Mühendislik ve Doğa Bilimleri Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections

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