Vertical vibration of a floating pile considering the incomplete bonding effect of the pile-soil interface

C Cui, K Meng, C Xu, B Wang, Y Xin - Computers and Geotechnics, 2022 - Elsevier
Based on the dynamic Winkler model and fictitious soil pile model to consider the relative
sliding at the pile-soil interface and the propagation effect of soil beneath the pile toe …

A new approach for longitudinal vibration of a large-diameter floating pipe pile in visco-elastic soil considering the three-dimensional wave effects

K Meng, C Cui, Z Liang, H Li, H Pei - Computers and Geotechnics, 2020 - Elsevier
A novel approach is presented to describe the dynamic interaction system of a large-
diameter floating pipe pile and surrounding soils, taking the three-dimensional wave effects …

Dynamic responses of an end-bearing pile subjected to horizontal earthquakes considering water-pile-soil interactions

Y Huang, P Wang, M Zhao, C Zhang, X Du - Ocean Engineering, 2021 - Elsevier
An analytical solution is developed to investigate the seismic responses of end-bearing piles
considering water-pile-soil interactions. The pile is assumed to have a linear viscoelastic …

Seismic soil–pile–structure kinematic and inertial interaction—A new beam approach

AE Kampitsis, EJ Sapountzakis, SK Giannakos… - Soil Dynamics and …, 2013 - Elsevier
The main purpose of this study is to investigate the accuracy of an advanced beam model for
the soil–pile–structure kinematic and inertial interaction and demonstrate its efficiency and …

The near-field method for dynamic analysis of structures on soft soils including inelastic soil–structure interaction

M Ghandil, F Behnamfar - Soil Dynamics and Earthquake Engineering, 2015 - Elsevier
The problem of soil–structure interaction analysis with the direct method is studied. The
direct method consists of explicitly modeling the surrounding soil to bedrock and the …

Horizontal dynamic response of offshore large-diameter pipe piles

C Zheng, H Lin, G Cao, L Luan - Ocean Engineering, 2023 - Elsevier
The dynamic response of an offshore large-diameter pipe pile-soil-water system under
horizontal dynamic loads is analytically studied in this paper. The hydrodynamic pressure of …

Improving pile foundation models for use in bottom-fixed offshore wind turbine applications

E Van Buren, M Muskulus - Energy Procedia, 2012 - Elsevier
Performing a dynamic analysis of an offshore wind turbine with an aero-elastic solver relies
on the inclusion of a model to represent the behavior of the piled foundations. The most …

Experimental investigation of vertical and batter pile groups subjected to dynamic loads

M Bharathi, RN Dubey, SK Shukla - Soil Dynamics and Earthquake …, 2019 - Elsevier
In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and
batter pile groups constructed in the silty sand have been investigated. An experimental …

Vertical vibration of a partially embedded pile group in transversely isotropic soils

ZY Ai, CL Liu, LJ Wang, LH Wang - Computers and Geotechnics, 2016 - Elsevier
The dynamic response of transversely isotropic soils is simulated by the analytical layer-
element method, and each pile in the partially embedded pile group is modeled as a 1D …

Advancing soil-structure interaction (SSI): a comprehensive review of current practices, challenges, and future directions

IA Najar, R Ahmadi, AG Amuda, R Mourad… - Journal of Infrastructure …, 2025 - Springer
The safety, stability, and long-term performance of reinforced concrete (RC) structures
depend significantly on soil-structure interaction (SSI), a critical phenomenon governing the …