Results from some parametric studies were presented to assess the dynamic response of soil surface and to investigate the effectiveness of trenches in reducing vibrations due to time dependent loads acting vertically on the soil surface for twodimensional (2-D) problems by coupling finite and infinite elements. The effects of various parameters such as height of the trench, infill materials and location of the trench on screening efficiency have been investigated. It is concluded that using open or in-filled trenches can reduce the vibrations of a structure; especially the use of an open trench provides better isolation than using an in-filled trench. Efficiency of isolation increases with height of trench. The trench height has appeared as...
In this paper, we analyse the mitigation effects of open trenches on the vibrations induced by subwa...
Experimental investigation has been carried out to study the effects due to isolation of foundations...
A trench can act as a barrier to ground vibration and is a potential mitigation measure for low freq...
Results from some parametric studies were presented to assess the dynamic response of soil surface a...
One of the methods of controlling vibration amplitudes at source is by adopting active isolation tec...
Active isolation of steady-state surface vibrations by open and softer in-filled trenches in an elas...
In the present-day context, man-made sources of ground-borne vibration are rising at a very rapid ra...
In-filled concrete and soil-bentonite trenches have been used in practice for many years as wave bar...
Rectangular wave barriers (open or infilled trenches) are frequently used in engineering practice to...
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...
The vibration screening efficiency of a curved, inclined, open trench is investigated in this paper....
This paper presents results of a numerical study on the effectiveness of open trenches in reducing t...
Ground disturbance due to waves generated by a machine foundation can be detrimental to adjacent str...
Both trench type barriers and artificial bedrock as wave impeding block (WIB) can be used in practic...
In this paper, we analyse the mitigation effects of open trenches on the vibrations induced by subwa...
Experimental investigation has been carried out to study the effects due to isolation of foundations...
A trench can act as a barrier to ground vibration and is a potential mitigation measure for low freq...
Results from some parametric studies were presented to assess the dynamic response of soil surface a...
One of the methods of controlling vibration amplitudes at source is by adopting active isolation tec...
Active isolation of steady-state surface vibrations by open and softer in-filled trenches in an elas...
In the present-day context, man-made sources of ground-borne vibration are rising at a very rapid ra...
In-filled concrete and soil-bentonite trenches have been used in practice for many years as wave bar...
Rectangular wave barriers (open or infilled trenches) are frequently used in engineering practice to...
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...
The vibration screening efficiency of a curved, inclined, open trench is investigated in this paper....
This paper presents results of a numerical study on the effectiveness of open trenches in reducing t...
Ground disturbance due to waves generated by a machine foundation can be detrimental to adjacent str...
Both trench type barriers and artificial bedrock as wave impeding block (WIB) can be used in practic...
In this paper, we analyse the mitigation effects of open trenches on the vibrations induced by subwa...
Experimental investigation has been carried out to study the effects due to isolation of foundations...
A trench can act as a barrier to ground vibration and is a potential mitigation measure for low freq...