Elastoplastic constitutive model of gravelly soil and its validation through numerical analysis of the Kobe Port Island liquefaction
Release Time:2024-08-25 Hits:
Indexed by: Journal Papers
Document Code: 387669
Date of Publication: 2024-05-18
Journal: COMPUTERS AND GEOTECHNICS
Volume: 169
ISSN: 0266-352X
Key Words: BEHAVIOR; EARTHQUAKE; GENERALIZED PLASTICITY; PENETRATION TEST; PRESSURE; RESISTANCE; SAND; WENCHUAN