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

Table 3

Stratum’s parameters [14].

Sym.	Geologic formations	kN/m^3	m/s	kN/m^3	%		Curve Number	kPa	°
dtl	Talus deposit	17.4	140	34323	5	0.49	②	19.6	35
olm	Loam	13.6	160	35304	5	0.49	②	53.9	20
Mf	Mud flow deposit	18.3	230	99047	5	0.49	①	53.9	20
Mgr		18.9	280	151022	5	0.49	①	19.6	35
Opt	Pyroclastic tuff	14.5	210	58840	5	0.49	②	44.1	21
Otd	Tuff breccia	25.5	600	931632	5	0.3	—	98.1	45
Ovc	Volcanic puddingstone	25.5	620	980665	5	0.3	—	98.1	45
Psl	Slate	26.5	1250	4216860	2	0.3	—	147.1	45