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

Table 3

Attenuation parameters of PGA under odd time tamping.

Time	Parameters
			R^2			R^2
1	0.01	1.23	0.97	0.01	1.63	0.97
3	0.01	1.21	0.99	0.01	1.60	0.99
5	0.02	1.14	0.94	0.02	1.51	0.97
7	0.02	1.10	0.93	0.03	1.49	0.97
9	0.03	1.05	0.93	0.03	1.49	0.96