Skip to main content

Table 1 Maximum pcpv values recorded during the rotation and roto-percussion piling works

From: Monitoring of the vibration induced on the Arno masonry embankment wall by the conservation works after the May 25, 2016 riverbank landslide

  pcpv (mm/s)
NS EW Z
Rotation Roto-percussion Rotation Roto-percussion Rotation Roto-percussion
Drill 1.35 −1.12 0.50 1.25 −0.28 −0.52
Cusp 0.97 3.97 0.29 2.52 −0.11 −1.41
Hinge (Ponte Vecchio side) 1.03 −1.32 −0.58 0.67 0.55 0.33
Hinge (Ponte alle Grazie side) 0.27 −2.76 0.09 −0.52 0.02 0.32