Numerical Analysis of Dynamic Behavior of Pile Foundations in Non-homogeneous Liquefiable Soils, M.Sc. Thesis Sharif University of Technology ; Pak, Ali (Supervisor)
Abstract
The behavior of pile foundations during earthquakes is one of the most important factors that affect the performance of structures. Therefore, a large number of studies have been performed on the behavior of pile foundations under dynamic loading. A lot of procedures for the analysis and design of piles under earthquake loading have been developed, especially after the earthquakes which took place in 1964 in Niigata and Alaska. They introduced two major mechanisms for the failure of pile foundations in liquefiable grounds: Bending mechanism and buckling mechanism.In this research the focus is the evaluation of pile failure under buckling mechanism. A fully coupled three-dimensional dynamic...
Cataloging briefNumerical Analysis of Dynamic Behavior of Pile Foundations in Non-homogeneous Liquefiable Soils, M.Sc. Thesis Sharif University of Technology ; Pak, Ali (Supervisor)
Abstract
The behavior of pile foundations during earthquakes is one of the most important factors that affect the performance of structures. Therefore, a large number of studies have been performed on the behavior of pile foundations under dynamic loading. A lot of procedures for the analysis and design of piles under earthquake loading have been developed, especially after the earthquakes which took place in 1964 in Niigata and Alaska. They introduced two major mechanisms for the failure of pile foundations in liquefiable grounds: Bending mechanism and buckling mechanism.In this research the focus is the evaluation of pile failure under buckling mechanism. A fully coupled three-dimensional dynamic...
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