Countermeasures Assessment of Liquefaction-Induced Lateral Deformation in a Slope Ground System

Table 3

Liquefaction parameters for Pressure-Dependent Multiyield02 models.

Unity	Description	Model	Contraction and dilation model; parameters				number of yield surfaces	Initial void ratio	Critical-state; parameters
			𝑐1	𝑐3	𝑑1	𝑑3			cs1	cs2	cs3
Fill	Artificial Fill	Pressure-Depend. Multiyield02	0.087	0.18	0	0	5	0.65	0.9	0.02	0.7
Unit 1 A	Gravelly sands	Pressure-Depend. Multiyield02	0.087	0.18	0	0	5	0.65	0.9	0.02	0.7
Unit 1 B	Clean medium sands, clean coarse to medium sands	Pressure-Depend. Multiyield02	0.045	0.15	0.06	0.15	5	0.75	0.9	0.02	0.7
Unit 1 C	Sandy silts + Clay sandy silts	Pressure-Depend. Multiyield02	0.013	0	0.3	0	5	0.8	0.9	0.02	0.7
Unit 2	Slightly silty medium to fine sands	Pressure-Depend. Multiyield02	0.013	0	0.3	0	5	0.8	0.9	0.02	0.7