STATIC ANALYSES OF THE EFFECT OF DEEP EXCAVATION ON THE BEHAVIOUR OF AN ADJACENT PILE IN SAND

STATIC ANALYSES OF THE EFFECT OF DEEP EXCAVATION ON THE BEHAVIOUR OF AN ADJACENT PILE IN SAND

The influence of deep excavation on adjacent pile behaviour is an important issue to ensure its serviceability and stability. In this paper, the effect of deep excavation on an adjacent loaded single pile in saturated cohesionless soil was investigated by 3D finite element method. After verification...

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Bibliographic Details
Main Authors: Yeşim S. Ünsever, Sameh Ashour
Format: Article
Language:English
Published: Bursa Uludag University 2022-08-01
Series:Uludağ University Journal of The Faculty of Engineering
Subjects:
derin kazı
tekil kazık
kum zemin
sonlu elemanlar yöntemi
deep excavation
single pile
finite element method
sand
Online Access:https://dergipark.org.tr/tr/download/article-file/1881347

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