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- W2391161572 abstract "By introducing scalar potential functions, Helmholtz decomposition theorem and Fourier transform technique, the three dimensional transmission of vibrations over the surface of the ground, due to a harmonic rectangular moving load, is investigated theoretically; and it is accordant with the practice. The material of subgrade, obeying Biot’s dynamic poroelastic theory, is idealized as a uniform, fully saturated poroelastic layer of soil stratum. The analytical solutions of stress, displacement and pore pressure are obtained in the form of integral. Numerical results are obtained by inversing the Fourier transform and are used to analyze the influence of the moving load velocity on the vertical displacement on the surface of the ground and the distribution of pore pressure along the arbitrary depth of ground. It is shown that the displacement amplitude increases with the increasing of the load velocity and there is great difference for the distribution of the pore pressure along the depth of the foundation at different point of rectangular moving load." @default.
- W2391161572 created "2016-06-24" @default.
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- W2391161572 date "2006-01-01" @default.
- W2391161572 modified "2023-09-23" @default.
- W2391161572 title "3D ground vibration of a soft subgrade in the vicinity of a moving rectangular load" @default.
- W2391161572 hasPublicationYear "2006" @default.
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