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Table 8 Condition 2 versus condition 5

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 2

0.455

0.455

0.488

0.479

Condition 5

0.117

0.108

0.122

0.136

R (%)

74.29

76.92

75

71.61