Jones, S and Hunt, H (2010) Inhomogeneous soils and their effect on ground vibration due to underground railways. 17th International Congress on Sound and Vibration 2010, ICSV 2010, 4. pp. 2515-2522.Full text not available from this repository.
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.
|Divisions:||Div C > Applied Mechanics|
|Depositing User:||Unnamed user with email email@example.com|
|Date Deposited:||18 May 2016 18:01|
|Last Modified:||29 Aug 2016 00:01|