Contents Menu

Consolidation characteristics of saturated clay including unloading and reloading stages

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 44 Issue 2 Page 389-395
published_at 1994-03
KJ00000156976.pdf
[fulltext] 498 KB
Title
除荷-再載荷過程を含む飽和粘土の圧密特性
Consolidation characteristics of saturated clay including unloading and reloading stages
Creators Matsuda Hiroshi
Creators Shimokage Shunsaku
Creators Nagatani Tatsuya
Source Identifiers
To predict the settlement of soft clay layers, the stress-strain-time relations for the undisturbed sample are usually observed by conducting the standard consolidation tests and the scaling laws that the strain-time relationship is converted by the H^2 relationship are used. However, in practice the scaling laws are more complex than such a simple hypothesis as H^2 relation
Languages jpn
Resource Type departmental bulletin paper
Publishers 山口大学工学部
Date Issued 1994-03
File Version Version of Record
Access Rights open access
Relations
[ISSN]0372-7661
[NCID]AN00244228
Schools 工学部