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- W2297218002 abstract "Ground vibration due to underground railways is a significant source of disturbance for people living or working near subways. Numerical models are commonly used to predict vibration levels; however, uncertainty inherent to these simulations must be understood to give confidence in the predictions. A semi-analytical approach is developed herein to investigate the effect of uncertainty in soil material properties on the surface vibration of layered halfspaces excited by an underground railway. The half-space is simulated using the thin-layer method coupled with the pipe-in-pipe (PiP) method for determining the load on the buried tunnel. The K-L expansion method is employed to smoothly vary the material properties throughout the soil by up to 10%. The simulation predicts a surface rms velocity variation of 5-10dB compared to a homogeneous, layered halfspace. These results suggest it may be prudent to include a 5dB error band on predicted vibration levels when simulating areas of varied material properties." @default.
- W2297218002 created "2016-06-24" @default.
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- W2297218002 date "2010-12-01" @default.
- W2297218002 modified "2023-09-26" @default.
- W2297218002 title "Inhomogeneous soils and their effect on ground vibration due to underground railways" @default.
- W2297218002 hasPublicationYear "2010" @default.
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