Pseudo-Static Simplified Analysis Method of the Pile-Liquefiable Soil Interaction considering Rate-Dependent Characteristics

Table 1

The bending moment of pile in different loading frequency (kN·m).

f (Hz)	Bending moment (kN·m)
	ru = 0.1	ru = 0.4	ru = 0.6	ru = 0.8	ru = 1.0
1	14.9	17.9	20.3	38.7	27.8
2	27	33.9	74.6	57.3	17.1
3	110	101.7	75	43.2	13.5
4	124.2	89.7	64.2	37.5	12.5
5	101.7	75	53	29.4	11.7
6	21.2	15.5	12.5	10.4	8