Abstract: The results of an alternative procedure to the

Abstract: An elastodynamic analysis of pavement response to harmonic‐load nondestructive testing is presented. The method is based on a discrete layer approach that assumes linear variation of displacements in the direction of ...

Abstract: The results of a parametric study (based on a Mononobe-Okabe analysis) of passive earth pressure resistance of cohesionless soils under dynamic loading are presented. Since passive resistance decreases with increasing ...

Abstract: An efficient method of analysis has been developed to determine the steady‐state dynamic response of vertically loaded piles and pile groups embedded in a soil stratum in which the stiffness increases linearly with depth. ...

Abstract: An elastodynamic analysis of pavement response to Falling Weight Deflectometer blows is presented. The analysis is based on a Fourier synthesis of a solution for periodic loading of elastic or viscoelastic horizontally ...