Abstract

Stiff wall barriers can be effective in reducing the transmission of environmental ground vibration. As double walls are used in building acoustics in order to realize a high level of sound insulation, the potential of using double jet-grout walls in reducing ground vibration transmission is investigated in this paper. The three-dimensional free field response due to a point load and a simplified train passage is computed using a two-and-a-half dimensional finite element methodology. In some cases, double jet-grout wall barriers are found to be slightly more effective than single wall barriers, in particular when the thickness of the walls and the intermediate soil matches a quarter Rayleigh wavelength. If there is a large difference between the soil and barrier stiffness, the performance is dominated by the stiffness effect and is similar for single and double wall barriers.

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