Add to ORKGIn-filled concrete and soil-bentonite trenches have been used in practice for many years as wave barriers to reduce transmission of moderate to high frequency ground vibrations generated by machine foundations or traffic. An experimental investigation on the influence of various geometrical and material parameters on vibration screening effectiveness of in-filled barriers has been conducted. The experimental data are compared with numerical (BEM) Solutions as well as with design formulas of Ahmad and Al-Hussaini (1991)
Vibration generated by pile driving can cause discomfort to occupants of nearby buildings and distur...
Ground-borne vibrations from construction activities, high-speed trains, and machine foundations can...
Ground vibrations generated by construction activities can adversely affect the structural health of...
Rectangular wave barriers (open or infilled trenches) are frequently used in engineering practice to...
Ground disturbance due to waves generated by a machine foundation can be detrimental to adjacent str...
One of the methods of controlling vibration amplitudes at source is by adopting active isolation tec...
This paper presents results of a numerical study on the effectiveness of open trenches in reducing t...
In the present-day context, man-made sources of ground-borne vibration are rising at a very rapid ra...
Results from some parametric studies were presented to assess the dynamic response of soil surface a...
Unfavourable vibrations induced by dynamic sources can cause negative effects on nearby buildings an...
A significant amount of numerical and experimental research has been conducted to study the vibratio...
In this paper, the obtained results from the experimental Studies describe the basic characteristics...
An in-filled trench barrier is usually used to reduce the damages from train-induced environmental v...
Active isolation of steady-state surface vibrations by open and softer in-filled trenches in an elas...
Experimental investigation has been carried out to study the effects due to isolation of foundations...
Vibration generated by pile driving can cause discomfort to occupants of nearby buildings and distur...
Ground-borne vibrations from construction activities, high-speed trains, and machine foundations can...
Ground vibrations generated by construction activities can adversely affect the structural health of...
Rectangular wave barriers (open or infilled trenches) are frequently used in engineering practice to...
Ground disturbance due to waves generated by a machine foundation can be detrimental to adjacent str...
One of the methods of controlling vibration amplitudes at source is by adopting active isolation tec...
This paper presents results of a numerical study on the effectiveness of open trenches in reducing t...
In the present-day context, man-made sources of ground-borne vibration are rising at a very rapid ra...
Results from some parametric studies were presented to assess the dynamic response of soil surface a...
Unfavourable vibrations induced by dynamic sources can cause negative effects on nearby buildings an...
A significant amount of numerical and experimental research has been conducted to study the vibratio...
In this paper, the obtained results from the experimental Studies describe the basic characteristics...
An in-filled trench barrier is usually used to reduce the damages from train-induced environmental v...
Active isolation of steady-state surface vibrations by open and softer in-filled trenches in an elas...
Experimental investigation has been carried out to study the effects due to isolation of foundations...
Vibration generated by pile driving can cause discomfort to occupants of nearby buildings and distur...
Ground-borne vibrations from construction activities, high-speed trains, and machine foundations can...
Ground vibrations generated by construction activities can adversely affect the structural health of...