Full scale experimental study on vibration scattering using open and in-filled (GeoFoam) wave barriers
A Alzawi, MH El Naggar - Soil Dynamics and Earthquake Engineering, 2011 - Elsevier
Ground vibrations induced by machine foundations can cause unfavourable effects on the
nearby buildings ranging from annoyance to structural damage. Most of these vibrations …
nearby buildings ranging from annoyance to structural damage. Most of these vibrations …
Reduction of train-induced building vibrations by using open and filled trenches
A numerical investigation on the effectiveness of open and in-filled trenches in reducing the
building vibrations due to passing trains is presented. Particularly, a two-dimensional soil …
building vibrations due to passing trains is presented. Particularly, a two-dimensional soil …
Vibration isolation by a row of piles using a 3‐D frequency domain BEM
The problem of vibration isolation by a row of piles is numerically solved in a three‐
dimensional context by an advanced frequency domain boundary element method (BEM) …
dimensional context by an advanced frequency domain boundary element method (BEM) …
Efficiency of open and infill trenches in mitigating ground-borne vibrations
In the present-day context, man-made sources of ground-borne vibration are rising at a very
rapid rate due to increasing construction work, blasting activities, and rapidly expanding rail …
rapid rate due to increasing construction work, blasting activities, and rapidly expanding rail …
Wave barriers for reduction of train-induced vibrations in soils
HH Hung, YB Yang, DW Chang - Journal of Geotechnical and …, 2004 - ascelibrary.org
This paper is aimed at studying the effectiveness of different vibration countermeasures in
isolating the ground vibrations induced by trains moving at sub-and supercritical speeds …
isolating the ground vibrations induced by trains moving at sub-and supercritical speeds …
Analysis and design of open trench barriers in screening steady-state surface vibrations
The problem of vibration isolation by rectangular open trenches in a plane strain context is
numerically studied using a finite element code, PLAXIS. The soil media is assumed to be …
numerically studied using a finite element code, PLAXIS. The soil media is assumed to be …
Three-dimensional analysis of rows of piles as passive barriers for ground vibration isolation
GY Gao, ZY Li, C Qiu, ZQ Yue - Soil Dynamics and Earthquake Engineering, 2006 - Elsevier
This paper presents a theoretical study on the ground vibration isolation efficiency by multi-
rows of piles as passive barrier in a three-dimensional context. Integral equations governing …
rows of piles as passive barrier in a three-dimensional context. Integral equations governing …
Effect of infill materials on vibration isolation efficacy of geocell-reinforced soil beds
This paper investigates the isolation efficacy of geocell-reinforced foundation beds infilled
with different materials through a series of block resonance tests. The geocell made with a …
with different materials through a series of block resonance tests. The geocell made with a …
2.5 D vibration of railway-side buildings mitigated by open or infilled trenches considering rail irregularity
A 2.5 D analysis is presented of the vibration reduction of buildings alongside the railway by
open or infilled trenches. Assuming the soil-structure system to be uniform along the railway …
open or infilled trenches. Assuming the soil-structure system to be uniform along the railway …
[BOOK][B] Wave propagation for train-induced vibrations: a finite/infinite element approach
YB Yang, H Hung - 2009 - books.google.com
For buildings and factories located near railway or subway lines, the vibrations caused by
the moving trains, especially at high speeds, may be annoying to the residents or …
the moving trains, especially at high speeds, may be annoying to the residents or …