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- W2022107847 abstract "Abstract A 40-m thick clay deposit was subjected to sinusoidal excitations using a foundation block and an eccentric mass type vibrator. The response of the foundation block and the surrounding soil was measured using geophones inside the soil and on the surface. The phase shift between the excitation signal and the response signal, the accelerations of the foundation block and the particle velocities in the soil are compared with those obtained from a frequency-dependent numerical model based on the exact analytical solution for the boundary value problem of a rectangular foundation resting on a linear elastic halfspace." @default.
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- W2022107847 date "1995-01-01" @default.
- W2022107847 modified "2023-09-26" @default.
- W2022107847 title "Field verification of a theoretical model to predict the dynamic response of a soft clay deposit" @default.
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- W2022107847 doi "https://doi.org/10.1016/0267-7261(94)00019-d" @default.
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