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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