A simplified non-axisymmetric pile-soil interaction model for pile integrity testing analysis

Applied Mathematical Modelling(2023)

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摘要
•An innovative non-axisymmetric pile-soil interaction model is proposed.•Radial motion of the pile body under eccentric hammer impact is considered.•Testing signals of pile integrity test under non-axisymmetric condition are analyzed.•Optimal testing location for PIT under non-axisymmetric condition is summarized.
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关键词
Eccentric hammer impact,Pile integrity test,3D effect,HF interference
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