The resonant-frequency method of determining the absorption factors characterizing the soil damping properties has been developed for implementation of software programs on computation of dynamic interaction of foundation based constructions. This method is based on processing of amplitude-frequency characteristics of soil samples obtained from the vibro-dynamical tests carried out on the specially constructed installation equipped with the vibro-recording instruments. A set of experiments was performed with sandy and clayey soils at difference humidity, density and stratification depth, based on investigation of forced oscillations of these samples and further processing of the resonance curves within the frames of presentation of the line...
The dynamic properties of soil are normally inferred from laboratory tests on collected samples or f...
This paper presents a new method that predicts the vibrational effects on existing soil, building an...
It has been recognized that the nature of the surface deposits can significantly alter the incident ...
The resonant-frequency method of determining the absorption factors characterizing the soil damping ...
Dynamic properties of soils (shear stiffness and damping ratio) are critical for the design of struc...
The parameters needed for the design of machine foundations are usually evaluated from the model blo...
Soil response under dynamic loading has been modeled using linear-viscoelasticity for many decades. ...
The paper deals with the results of the exper1mental studies performed by the author on the foundati...
This paper presents model block vibration tests results on two and three layered soil system underla...
Local soil conditions play an important part in development of ground vibrations from machine founda...
The paper presents departures that have to be made in the conduct of block vibration tests from the ...
To extend current measurement and data synthesis techniques for resonant column testing, random vibr...
The purpose of this paper is experimentally to estimate the equivalent spring and dampingconstants o...
It is possible and common to obtain equivalent natural frequency and damping for a soil-foundation s...
Dynamic properties of soils are commonly evaluated at resonance; thus, their variation with frequenc...
The dynamic properties of soil are normally inferred from laboratory tests on collected samples or f...
This paper presents a new method that predicts the vibrational effects on existing soil, building an...
It has been recognized that the nature of the surface deposits can significantly alter the incident ...
The resonant-frequency method of determining the absorption factors characterizing the soil damping ...
Dynamic properties of soils (shear stiffness and damping ratio) are critical for the design of struc...
The parameters needed for the design of machine foundations are usually evaluated from the model blo...
Soil response under dynamic loading has been modeled using linear-viscoelasticity for many decades. ...
The paper deals with the results of the exper1mental studies performed by the author on the foundati...
This paper presents model block vibration tests results on two and three layered soil system underla...
Local soil conditions play an important part in development of ground vibrations from machine founda...
The paper presents departures that have to be made in the conduct of block vibration tests from the ...
To extend current measurement and data synthesis techniques for resonant column testing, random vibr...
The purpose of this paper is experimentally to estimate the equivalent spring and dampingconstants o...
It is possible and common to obtain equivalent natural frequency and damping for a soil-foundation s...
Dynamic properties of soils are commonly evaluated at resonance; thus, their variation with frequenc...
The dynamic properties of soil are normally inferred from laboratory tests on collected samples or f...
This paper presents a new method that predicts the vibrational effects on existing soil, building an...
It has been recognized that the nature of the surface deposits can significantly alter the incident ...