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- W2520331339 abstract "In this study, the response and behavior of machine foundations resting on dry and saturated sand was investigated experimentally. In order to investigate the response of soil and footing to steady state dynamic loading, a physical model was manufactured to simulate steady state harmonic load at different operating frequencies. Total of 84 physical models were performed. The footing parameters are related to the size of the rectangular footing and depth of embedment. Two sizes of rectangular steel model footing were tested at the surface and at 50 mm depth below model surface. Meanwhile the investigated parameters of the soil condition include dry and saturated sand for two relative densities 30% and 80%. The response of the footing was elaborated by measuring the amplitude of displacement by the vibration meter. The response of the soil to dynamic loading includes measuring the stresses inside the soil using piezoelectric sensors as well as measuring the excess pore water pressure using pore water pressu..." @default.
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- W2520331339 date "2016-09-16" @default.
- W2520331339 modified "2023-09-25" @default.
- W2520331339 title "Dynamic Response of Saturated Soil - Foundation System Acted upon by Vibration" @default.
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- W2520331339 doi "https://doi.org/10.1080/13632469.2016.1210060" @default.
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