Article ID Journal Published Year Pages File Type
6758419 NDT & E International 2014 10 Pages PDF
Abstract
In this research, a surface wave method based on harmonic wavelet analysis of waves was proposed to determine the condition of a gravel ballast layer in a railway as indicated by its shear wave velocity. To show the feasibility of the proposed method, a numerical simulation was performed, and the method was applied to determine the one-dimensional shear wave velocity profiles and two-dimensional shear wave velocity maps of a gravel ballast layer along the railway track direction in the field. The numerical simulation and field applications demonstrated the promising potential of the proposed method.
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
Authors
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