A platform for research: civil engineering, architecture and urbanism
Ground Vibration Caused by Dynamic Excitation on Pile Foundation
A computational approach based on pile-soil dynamic interactions was developed to analyze ground response due to excitation on pile foundation. In this work, pile group was assumed to have the concentric arrangement. The geometric and material properties of piles and soils were assumed to be invariable along the azimuth angle by introducing the equivalent stiffness of grouped piles. An axisymmetric finite-element model was employed after taking the Fourier expansion in azimuth for computational convenience. The field test of ground vibration in the vicinity of pile foundation which was subjected to horizontal loading by a shaker at the top of the footing was used to verify the proposed approach. The comparison of the simulated results and the field recorded data showed good agreement. This proved the reliability of the axisymmetric three-dimensional finite element program to predict the field vibrations considering pile-soil interactions.
Ground Vibration Caused by Dynamic Excitation on Pile Foundation
A computational approach based on pile-soil dynamic interactions was developed to analyze ground response due to excitation on pile foundation. In this work, pile group was assumed to have the concentric arrangement. The geometric and material properties of piles and soils were assumed to be invariable along the azimuth angle by introducing the equivalent stiffness of grouped piles. An axisymmetric finite-element model was employed after taking the Fourier expansion in azimuth for computational convenience. The field test of ground vibration in the vicinity of pile foundation which was subjected to horizontal loading by a shaker at the top of the footing was used to verify the proposed approach. The comparison of the simulated results and the field recorded data showed good agreement. This proved the reliability of the axisymmetric three-dimensional finite element program to predict the field vibrations considering pile-soil interactions.
Ground Vibration Caused by Dynamic Excitation on Pile Foundation
Bian, Xuecheng (author) / Song, Guang (author) / Chen, Yunmin (author) / Takemiya, Hirokazu (author)
GeoShanghai International Conference 2010 ; 2010 ; Shanghai, China
Soil Dynamics and Earthquake Engineering ; 185-193
2010-05-14
Conference paper
Electronic Resource
English
Ground Vibration Caused by Dynamic Excitation on Pile Foundation
British Library Conference Proceedings | 2010
|Building foundation pile hydraulic power vibration excitation device
European Patent Office | 2020
|European Patent Office | 2021
|European Patent Office | 2023
|