Dynamic Response of Pile-Raft Systems with Various Forms of Connection under Cyclic Condition

Table 5

The amplification factor of peak acceleration.

Case	y		Position	x		λ
	Test (g)	Calculation (g)		Test (g)	Calculation (g)	Test	Calculation
PRF	A3-1.800	0.300	Raft top	A1-4.896	0.623	2.719	2.077
			Soil surface	A2-4.278	0.613	2.380	2.043
CBPRS			Raft top	A1-2.862	0.337	1.590	1.123
			Soil surface	A2-3.648	0.402	2.030	1.340
CLPRS			Raft top	A1-4.086	0.580	2.270	1.930
			Soil surface	A2-3.924	0.556	2.180	1.853