A numerical and experimental study of hollow steel pile in layered soil subjected to vertical dynamic loading
作者： D. Bhowmik , D.K. Baidya , S.P. Dasgupta
DOI: 10.1016/J.SOILDYN.2016.03.017
关键词:
摘要: Abstract This paper presents an investigation of the nonlinear behaviour single piles subjected to varying levels vertical dynamic load. A good number tests are performed for understanding hollow steel embedded in layered soil. Experimental results validated with obtained from a numerical analysis using commercially available Finite Element Method (FEM) based software. The and experimental investigations showed that length pile has significant influence on resonant frequency amplitude foundation. It also been found slippage surrounding soil considerably affects resonance soil–pile foundation system.
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