A new non-axisymmetric 3D model of the pile-soil system for dynamic analysis of large-diameter piles under eccentric excitation load

Author:

Guan WenjieORCID,Li QiangORCID,Jiang Guosheng,Liu Hao,Wu Wenbing,Leo Chin Jian

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference55 articles.

1. Dimension effect on low strain integrity testing of piles;Chen;Chin. J. Geotech. Eng.,1998

2. Low strain integrity testing of piles: three-dimensional effects;Chow;J. Geotech. Geoenviron. Eng.,2003

3. Effects of the source on wave propagation in pile integrity testing;Chai;J. Geotech. Geoenviron. Eng.,2010

4. Influence of defects on the lateral dynamic characteristics of offshore piles considering hydrodynamic pressure;Chen;Ocean Eng.,2022

5. Analytical solution for lateral vibration of offshore pipe piles considering hydrodynamic pressure;Chen;Comput. Geotech.,2022

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