Research Article

Liquefaction-Induced Lateral Deformations Computational Assessment during Tohoku Earthquake

Table 3

Characteristics adopted in the study for pressure-dependent multiyield models.

Unity (kPa) (kPa) (°) (m/s)

Sand46000800003010−40.070.42100.011
Silty sand8000021500026.510−40.30.42100.011