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

Table 2

Characteristics adopted in the study for Pressure-Dependent Multiyield02 model.

Unity	Description	Model	Mass density; (ton/m^3)	Shear modulus (kPa)	Bulk modulus (kPa)	Friction angle	Peak shear strain (%)	Reference pressure (kPa)	Press. depend. coeff.	Pt angle
Fill	Artificial fill	Pressure depend. multiyield02	1.8	14580	24300	32	3	14	0.5	30
Unit 1 A	Gravelly sands	Pressure depend. multiyield02	1.8	43805	73008	36	3	53	0.5	34
Unit 1 B	Clean medium sands, clean coarse to medium sands	Pressure depend. multiyield02	1.8	97720	162867	35	3	154	0.5	33
Unit 1 C	Sandy silts + Clay sandy silts	Pressure depend. multiyield02	1.8	87914	146523	31.5	3	105	0.5	35
Unit 2	Slightly silty medium to fine sands	Pressure depend. multiyield02	1.8	146205	243675	33.5	3	200	0.5	31