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Prediction of Vibration from Impact Piling (TRL)    1/1, 1/3

The following realtion is used for the prediction of vibration from impact piling:


`k_p` is based on ground conditions and should be a value between 1 and 5:

Source: Transport Research Laboratory Report 429 Groundborne vibration caused by mechanised construction works (2000), Equation 19 and Table 9

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