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

Table 2

Attenuation parameters of PGV under odd time tamping.

Time	Parameters
			R^2			R^2
1	0.13	1.02	0.98	0.09	1.53	0.97
3	0.17	0.96	0.97	0.11	1.49	0.99
5	0.20	0.90	0.94	0.19	1.42	0.97
7	0.21	0.90	0.93	0.21	1.40	0.96
9	0.23	0.90	0.92	0.21	1.40	0.95