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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
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