Dynamic and Static Combination Analysis Method of Slope Stability Analysis during Earthquake

Table 1

Specification of shaking table.

Excitation direction	Size	Loading capacity	Excited force	Maximum amplitude of displacement	Load mode	Frequency
Horizontal · vertical	1.5 m × 1.5 m	19.6 kN	Static pressure bearing	Horizontal: ±80 kN, vertical: ±40 kN	Horizontal: ±75 mm, vertical: ±50 mm	0.1~50 Hz