A review of pile foundations in viscoelastic medium: Dynamic analysis and wave propagation modeling
W Wu, Y Zhang - Energies, 2022 - mdpi.com
The dynamic viscoelastic theory of soil–pile interaction dominates the initial impedance
calculation during the pile dynamic design and analysis. Further, it provides a firm …
calculation during the pile dynamic design and analysis. Further, it provides a firm …
Analytical solution for longitudinal vibration of a floating pile in saturated porous media based on a fictitious saturated soil pile model
C Cui, K Meng, C Xu, Z Liang, H Li, H Pei - Computers and Geotechnics, 2021 - Elsevier
Based on Biot's theory of wave propagation in saturated porous media, a new analytical
approach for the vertical vibration of a floating pile in saturated viscoelastic soil is proposed …
approach for the vertical vibration of a floating pile in saturated viscoelastic soil is proposed …
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 **n - 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 …
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 …
diameter floating pipe pile and surrounding soils, taking the three-dimensional wave effects …
Horizontal vibration characteristics of pile groups in unsaturated soil considering coupled pile–pile interaction
The horizontal vibration responses of pile groups are critical in pile engineering. However,
the majority of existing research has regarded soil as a single-phase medium and ignored …
the majority of existing research has regarded soil as a single-phase medium and ignored …
Analytical solution for distributed torsional low strain integrity test for pipe pile
Low strain integrity tests (LSITs) are the most popular non‐destructive methods for pile
testing. However, traditional LSITs have encountered unprecedented challenges as the …
testing. However, traditional LSITs have encountered unprecedented challenges as the …
Modified Rayleigh-Love rod model for 3D dynamic analysis of large-diameter thin-walled pipe pile embedded in multilayered soils
With the development of some sophisticated mathematical approaches, the 3D wave
modelling for nondestructive wave test of the pile had been realized. However, the existing …
modelling for nondestructive wave test of the pile had been realized. However, the existing …
Vertical vibration of end-bearing single piles in poroelastic soil considering three-dimensional soil and pile wave effects
This paper presents an analytical solution developed to describe the dynamic interaction
between a single end-bearing pile subjected to a dynamic axial load on its head, and its …
between a single end-bearing pile subjected to a dynamic axial load on its head, and its …
A simplified non-axisymmetric pile-soil interaction model for pile integrity testing analysis
A simplified model of non-axisymmetric pile-soil interaction (NPSI) that considers both
vertical and radial motions of the pile body is developed and applied to the investigation of …
vertical and radial motions of the pile body is developed and applied to the investigation of …
Theoretical analysis of dynamic performance of concrete-filled steel tube pile under vertical load
The concrete-filled steel tube (CFST) pile is a type of composite pile that offers a preferable
alternative to the traditional pile owing to its exceptional advantages. In this study, a new …
alternative to the traditional pile owing to its exceptional advantages. In this study, a new …