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The effect of overconsolidation ratio on the settlement of cohesive soil subjected to undrained cyclic shear using online test (abs.)
Tanaka Y., Abe S., Sento N.
itemdescription
TitleThe effect of overconsolidation ratio on the settlement of cohesive soil subjected to undrained cyclic shear using online test (abs.)
AuthorsTanaka Y., Abe S., Sento N.
Data nameJapan National Conference on Geotechnical Engineering (CD-ROM)
Volume57
Page20-3-3-08
Year2022
PublisherJapanese Geotechnical Society
LanguageJA
GEOLIS URLhttps://darc.gsj.jp/archives/detail?cls=geolis&pkey=300030519
@idhttps://gbank.gsj.jp/ld/resource/geolis/300030519