Numerical Analysis of Vibration Isolation Using Pile Rows against the Vibration due to Moving Loads in a Viscoelastic Medium-Reference-Cited by-同舟云学术

Numerical Analysis of Vibration Isolation Using Pile Rows against the Vibration due to Moving Loads in a Viscoelastic Medium

Published:2014-09-08 Issue: Volume:2014 Page:1-12
ISSN:2356-7007
Container-title:International Journal of Engineering Mathematics
language:en
Short-container-title:International Journal of Engineering Mathematics

Author:

Xu Bin¹,Xu Man-Qing¹

Affiliation:

1. Department of Civil Engineering, Nanchang Institute of Technology, Nanchang, Jiangxi 330029, China

Abstract

A numerical method for evaluating the vertical vibration isolation effect of pile rows embedded in a viscoelastic half space subjected to a moving load is developed in this paper on the basis of the Cole-Cole model and Muki’s method. Based on the proposed method, the influence of various parameters on the vibration isolation effect of pile rows embedded in the viscoelastic half space is investigated numerically.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Link

http://downloads.hindawi.com/archive/2014/810525.pdf

Reference21 articles.

1. Shallow Trenches and Propagation of Surface Waves

2. Semi-analytical analysis of the isolation to moving-load induced ground vibrations by trenches on a poroelastic half-space

3. Vertical amplitude reduction of Rayleigh waves by a row of piles in a poroelastic half-space

4. Modelling of pile wave barriers by effective trenches and their screening effectiveness

5. Vibration isolation by a row of piles using a 3-D frequency domain BEM

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