Investigation of Ground Vibration of Full-Stone Foundation under Dynamic Compaction

Table 1

Occurrence time of PGV at 80 m distance.

Direction	1st tamping	3rd tamping	5th tamping	7th tamping	9th tamping
Radial direction	0.268 s	0.260 s	0.231 s	0.230 s	0.230 s
Vertical direction	0.214 s	0.203 s	0.200 s	0.194 s	0.194 s