Superiority of u-w-p formulation in elasto-plastic seismic response analysis of sandy ground-embankment system destabilized by liquefaction (abs.)

Authors=Toyoda T., Noda T., Satake K.

Journal/Book_names=Japan National Conference on Geotechnical Engineering (CD-ROM)

volume=57

pages=20-11-2-05

Publish_year=2022

Publisher=Japanese Geotechnical Society

Language_of_Text=JA

ID=300030622