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Table 9 Condition 3 versus condition 6

From: Dynamic effect of metro-induced vibration on the rammed earth base of the Bell Tower

Point A (mm/s) B (mm/s) C (mm/s) D (mm/s)
Condition 3 0.445 0.479 0.388 0.372
Condition 6 0.109 0.101 0.093 0.106
R (%) 75.51 78.91 76.04 71.51
  1. \(R = \frac{{(P_{1} - P_{2} )}}{{P_{1} }}\), where R is reduction, P1 is PPV with shock absorption tracks, and P2 is PPV without shock absorption tracks