The effect of overconsolidation ratio on the settlement of cohesive soil subjected to undrained cyclic shear using online test (abs.)

Authors=Tanaka Y., Abe S., Sento N.

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

volume=57

pages=20-3-3-08

Publish_year=2022

Publisher=Japanese Geotechnical Society

Language_of_Text=JA

ID=300030519