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
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
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