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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
A030052000208.pdf
[fulltext] 401 KB
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 Suzuki Motoyuki
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.
Subjects
工学 ( Other)
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