期刊
STRUCTURAL ENGINEERING INTERNATIONAL
卷 24, 期 4, 页码 521-531出版社
IABSE
DOI: 10.2749/101686614X13854694314720
关键词
soil-pile interaction; seismic excitation; multi-layered soil; kinematic and inertial interactions; finite element method
This paper investigates the soil pile interaction of a pile embedded in a deep multi-layered soil under seismic excitation considering both kinematic and inertial interaction effects. A comprehensive three-dimensional finite element model is developed and validated using existing results in the literature. The response of the pile in the deep multi-layered soil profile is investigated with respect to pile head response, deflection modes and maximum deflections along the pile. Results show that the pile exhibits complex deflection patterns and that the pile response is influenced by the properties of both the soil profile and the seismic excitation. It is also evident that kinematic interaction effects have a greater influence on the pile response than the inertial interaction effects.
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