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Study on one-dimensional consolidation of saturated clay based on the relationship between effective stress relaxation and creep strain

土木学会論文集C(地圏工学) Volume 68 Issue 2 Page 400-409
published_at 2012
Title
有効応力緩和とクリープひずみ関係に着目した飽和粘性土の一次元圧密に関する考察
Study on one-dimensional consolidation of saturated clay based on the relationship between effective stress relaxation and creep strain
Creators Baek Jonghwa
Creators Matsuda Hiroshi
Creators Ishikura Ryohei
Creators Baek Wonjin
Creators Yamada Kazumasa
Creator Keywords
consolidation creep secondary consolidation stress relaxation strain rate
Languages jpn
Resource Type journal article
Publishers 土木学会
Date Issued 2012
File Version Not Applicable (or Unknown)
Access Rights metadata only access
Relations
[ISSN]2185-6516
info:doi/10.2208/jscejge.68.400
[isVersionOf] [URI]https://www.jstage.jst.go.jp/browse/jscejge/-char/ja/
Schools 大学院理工学研究科(工学)