Liquefaction-Induced Lateral Deformations Computational Assessment during Tohoku Earthquake

Table 4

Characteristics adopted in the study for pressure independent multiyield model.

Unity	Density (ton/m^3)	Ref. pres. (kPa)	G (kPa)	B  (kPa)	C (kPa)	k (m/s)
Silt soil	1.5	80	60000	300000	37	10^−9