Journal
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
Volume 43, Issue 16, Pages 2585-2596Publisher
WILEY
DOI: 10.1002/nag.2997
Keywords
analytical methods; dynamic soil-structure interaction; pile groups
Funding
- Fundamental Research Funds for the Central Universities [106112016CDJXZ208821, 106112017CDJXY200002]
- National Natural Science Foundation of China [51622803, 51708064]
- National Key Research and Development Program of China [2016YFE0200100]
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This note presents an approximate analytical solution for estimating the time-harmonic impedance of pile groups subjected to horizontal dynamic loads, for different boundary conditions at pile tip (free and fixed). The derived solution considers waves due to pile vibrations propagating in both horizontal and vertical directions, unlike earlier solutions based on the plane-strain model, which ignores vertically propagating waves. This allows accounting for pile boundary conditions on the soil attenuation function, as well as modeling the response of the pipe group-soil system near the first natural frequency of the soil layer, where solutions based on the plane-strain model fail to account for resonance phenomena.
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