One of the methods of controlling vibration amplitudes at source is by adopting active isolation techniques. Trench barriers are identified as methods of isolation. This paper deals with series experimental investigation carried out on block vibration tests with active isolation trench barriers. The parameters like depth of embedment, dimensions of trench, fill material in trench etc., are studied by carrying out the block vibration test in field. The results are analysed to identify the influence of those parameters
Problems due to ground vibration are a matter of serious concern for the users of explosives, as it...
Abstract:- All machine foundations except very small ones should be regarded as engineering problem ...
Ground-borne vibrations from construction activities, high-speed trains, and machine foundations can...
Results from some parametric studies were presented to assess the dynamic response of soil surface a...
In this paper, the obtained results from the experimental Studies describe the basic characteristics...
In-filled concrete and soil-bentonite trenches have been used in practice for many years as wave bar...
Experimental investigation has been carried out to study the effects due to isolation of foundations...
Active isolation of steady-state surface vibrations by open and softer in-filled trenches in an elas...
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...
An in-filled trench barrier is usually used to reduce the damages from train-induced environmental v...
Both trench type barriers and artificial bedrock as wave impeding block (WIB) can be used in practic...
To study the influence of annular trenches on a vibration isolation area, the depth, width, vibratio...
Seismic vibrations are a significant threat to structural stability and serviceability. Due to chang...
Unfavourable vibrations induced by dynamic sources can cause negative effects on nearby buildings an...
Problems due to ground vibration are a matter of serious concern for the users of explosives, as it...
Abstract:- All machine foundations except very small ones should be regarded as engineering problem ...
Ground-borne vibrations from construction activities, high-speed trains, and machine foundations can...
Results from some parametric studies were presented to assess the dynamic response of soil surface a...
In this paper, the obtained results from the experimental Studies describe the basic characteristics...
In-filled concrete and soil-bentonite trenches have been used in practice for many years as wave bar...
Experimental investigation has been carried out to study the effects due to isolation of foundations...
Active isolation of steady-state surface vibrations by open and softer in-filled trenches in an elas...
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...
An in-filled trench barrier is usually used to reduce the damages from train-induced environmental v...
Both trench type barriers and artificial bedrock as wave impeding block (WIB) can be used in practic...
To study the influence of annular trenches on a vibration isolation area, the depth, width, vibratio...
Seismic vibrations are a significant threat to structural stability and serviceability. Due to chang...
Unfavourable vibrations induced by dynamic sources can cause negative effects on nearby buildings an...
Problems due to ground vibration are a matter of serious concern for the users of explosives, as it...
Abstract:- All machine foundations except very small ones should be regarded as engineering problem ...
Ground-borne vibrations from construction activities, high-speed trains, and machine foundations can...