Wave propagation and ground vibrations due to non-uniform cross-sections piles driving

O Tavasoli, M Ghazavi - Computers and Geotechnics, 2018 - Elsevier
Piles are normally installed into the ground using appropriate hammers which cause
different environmental problems such as noise, air pollution and ground vibration. In this …

Pile-grid foundations of onshore wind turbines considering soil-structure-interaction under seismic loading

P Michel, C Butenweg, S Klinkel - Soil Dynamics and Earthquake …, 2018 - Elsevier
In recent years, many onshore wind turbines are erected in seismic active regions and on
soils with poor load bearing capacity, where pile grids are inevitable to transfer the loads …

Equivalent linear model for the lateral dynamic analysis of pile foundations considering pile-soil interface degradation

F González, LA Padron, JJ Aznarez, O Maeso - Engineering Analysis with …, 2020 - Elsevier
An equivalent linear BEM-FEM model for the approximate analysis of the time harmonic
lateral response of piles considering soil degradation along the soil-pile interface is …

Dynamic responses of a pile with a cap under the freezing and thawing processes of a saturated porous media considering slippage between pile and soil

Q Li, X Li, M Wen, L Hu, W Duan, J Li - Applied Sciences, 2022 - mdpi.com
The freezing/thawing stratification effect of seasonal factors or artificial disturbances in
frozen soil regions has an important influence on the vertical vibration of the pile–soil–cap …

Vertical response of 2× 2 pile group under rotating machine induced vibrations

SS Choudhary, S Biswas, B Manna - Proceedings of China-Europe …, 2018 - Springer
The dynamic behavior of 2× 2 pile group has been investigated under rotating machine
induced vertical vibration using both field testing and numerical analysis. Forced vibration …

[HTML][HTML] Pile group effect at vertical vibrations

A Kolesnikov, V Popov, T Kostiuk - Magazine of Civil Engineering, 2022 - cyberleninka.ru
Analysis of the applicability of wave model solution to evaluate the variation of the dynamic
stiffness in the pile foundation versus the distance between piles at the vertical vibrations; …

Оценка взаимного влияния свай при вертикальных колебаниях фундамента

АО Колесников, ВН Попов… - Строительная механика …, 2020 - cyberleninka.ru
Цель исследования изучение изменения динамической жесткости свайного
фундамента от расстояния между сваями при вертикальных колебаниях с …

Group Effect of Piles at the Foundation Vibrations

T Kostiuk, A Kolesnikov, V Popov - IOP Conference Series …, 2020 - iopscience.iop.org
Variation of the dynamic stiffness in pile and pile foundation versus the distance between
piles at the vertical vibrations is under consideration. Experimental data from references are …

Evaluation of the pile interaction at vertical vibrations of foundation

AO Kolesnikov, VN Popov… - Structural Mechanics of …, 2020 - journals.rudn.ru
The aim of the work-to research changes in the dynamic stiffness of pile foundations from the
distance between the piles during vertical vibrations using experimental data from literature …

[PDF][PDF] Magazine of Civil Engineering

AO Kolesnikova, VN Popovb… - MAGAZINE OF CIVIL …, 2022 - engstroy.spbstu.ru
Analysis of the applicability of wave model solution to evaluate the variation of the dynamic
stiffness in the pile foundation versus the distance between piles at the vertical vibrations; …