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Soil Structure Interaction
2018
Geotechnical Earthquake Engineering and Soil Dynamics V
unpublished
Empirical equations to predict ground motions during construction operations have been suggested by various researchers. These empirical correlations were developed after measuring particle velocities on the ground surface during pile installation or other construction activities. When waves travel through the soil and away from the impact source, energy is lost due to material and geometric damping, respectively. This paper presents an overview of existing wave attenuation formulas for
doi:10.1061/9780784481479.045
fatcat:tgtq7rfxq5eh3h7meocdsdt6jq