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

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