Suzuki Motoyuki
Affiliate Master
Yamaguchi University
Influence of consolidation stress history on unconfined compressive strength of cement-stabilized soil
Memoirs of the Faculty of Engineering, Yamaguchi University Volume 52 Issue 2
Page 181-186
published_at 2002-03
Title
圧密養生した安定処理土の強度特性に及ぼす応力履歴の影響
Influence of consolidation stress history on unconfined compressive strength of cement-stabilized soil
Creators
Taguchi Takeshi
Creators
Yamamoto Tetsuro
Creators
Fujino Hidetoshi
Creators
Okabayashi Sigeo
Creators
Fujimoto Tetsuo
Source Identifiers
Creator Keywords
stabilizer
soil improvement
cement stabilization
unconfined compressive strength
overburden pressure
consolidation
curing
Unconfined compression tests were performed on a cement-stabilized soil that was cured under an overburden pressure using a newly developed device. The influence of the loading time on unconfined compressive behavior was investigated based on the test results on a cement-stabilized kaolin. The test showed that the consolidation settlement and the undrained shear strength remarkably increased with the increasing of the loading time up to about 90 minutes. Furthermore, the wet density and water content of the specimen was almost constant the curing time after unloading.
Languages
jpn
Resource Type
departmental bulletin paper
Publishers
山口大学工学部
Date Issued
2002-03
File Version
Version of Record
Access Rights
open access
Relations
[ISSN]1345-5583
[NCID]AA11422756
[isVersionOf]
[URI]http://memoirs.lib-e.yamaguchi-u.ac.jp/
Schools
工学部