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- W2173212144 abstract "The Pipe-in-Pipe model (PiP) is well established as a tool for predicting vibration from underground railways. It is being progressively enhanced to include details of foundations and soil inhomogeneity . The present paper gives an example of a fast and convenient method for evaluating the effect of piled and raft foundations on the vibration levels transmitted into buildings near railways. The paper also demonstrates the capability of the PiP software to examine the sources of uncertainty in models used to predict vibration from underground railways. By varying the nature of the foundation the vibration levels predicted by the model vary significantly, often by 10dB or more. The frequencies and positions at which these uncertainties occur are hard to predict reinforcing the view that it is not good practice to rely on prediction models for accuracy better than 10dB." @default.
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- W2173212144 date "2008-07-09" @default.
- W2173212144 modified "2023-09-26" @default.
- W2173212144 title "Applications of PiP: vibration of embedded foundations near a railway tunnel" @default.
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