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- W2286474822 abstract "Construction and industrial dynamic sources can produce environmental vibration problems for the supporting soils and adjacent structures. High vibrations and unacceptable dynamic settlements could disturb sensitive devices and even be the cause of structural damage and foundation failure. This paper aimed at investigating the technique to mitigate and control the dynamic effect of vibrating sources like generator using confined cell below the foundation. Numerical modeling of a vibrating source resting on a circular footing with/without confined cell is studied at different cell depth and diameter using Plaxis dynamic version 8.2. A series of axisymmetric model with geometry damping were run via Rayleigh damping after check and validate the program. The effect of confinement on the deformation behavior and dynamic response of supporting soil were investigated. The consequence of such technique on the peak particle velocity and excess pore water pressure in addition to sub-grade damping was analyzed. The results showed that, installing the cell with minimum diameter closer to the foundation with sufficient penetration depth significantly improved the dynamic response and decreased the total sub-grade deformation. Based on numerical simulations, the peak particle velocity and the excess of pore water pressure for monitored point at the free field are reduced by 90%. This method can be considered an alternative technique to increase the sub-grade damping by 230%. Using barrier in the form of confined cell is an effective screening of vibration that can be achieved by proper interception, scattering and diffraction of surface waves." @default.
- W2286474822 created "2016-06-24" @default.
- W2286474822 creator A5028738544 @default.
- W2286474822 date "2015-04-01" @default.
- W2286474822 modified "2023-09-24" @default.
- W2286474822 title "Utilization of the Confined Cell for Improving the Machine Foundation Behavior-Numerical Study" @default.
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- W2286474822 doi "https://doi.org/10.6310/jog.2015.10(1).3" @default.
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