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フルテキストURLA040056000204.pdf ( 406.9KB ) 公開日 2010-04-19
タイトルせん断と圧密履歴を受けたセメント安定処理土の一軸圧縮強さ
タイトルヨミセンダン ト アツミツ リレキ オ ウケタ セメント アンテイ ショリド ノ イチジク アッシュク ツヨサ
タイトル別表記Unconfined compressive strength of cement stabilized soil subjected to shear and consolidation histories
作成者鈴木, 素之
山本, 哲朗
平岡, 真樹
作成者ヨミスズキ, モトユキ
ヤマモト, テツロウ
ヒラオカ, マサキ
作成者別表記Suzuki, Motoyuki
Yamamoto, Tetsuro
Hiraoka, Masaki
作成者所属山口大学工学部
内容記述(抄録等)A cement stabilized soil may be subjected to undrained shearing under an in-situ stress condition, so that a cementation is formed and destroyed simultaneously. Unconfined compression test was performed on a specimen in order to precompression in early curing period. Immediately after the precompressed specimen was cured under the atomosphere or an overburden pressure, the specimen was again compressed in unconfined compression test. Main conclusions are as follows. As curing time up to precompression became shorter, the unconfined compressive strength was increased. On the contrary, as the curing time became longer, the strength was decreased. When the overburden pressure was considerably high, a specimen subjected to any shear history caused a consolidation settlement and an increase of unconfined compressive strength. Anincrease rate of unconfined compressive strength of specimen with shear history was very low as compared to that without shear history.
本文言語jpn
著者キーワードcement stabilized soil
unconfined compression strength
shear stress history
consolidation history
資料タイプtext
ファイル形式application/pdf
出版者山口大学工学部
出版者ヨミヤマグチ ダイガク コウガクブ
NII資料タイプ紀要論文
学内刊行物(紀要等)山口大学工学部研究報告
掲載誌名山口大学工学部研究報告
掲載誌名別表記Memoirs of the Faculty of Engineering, Yamaguchi University
56
2
開始ページ93
終了ページ98
発行日2006-03
関連情報URL(IsPartOf)http://memoirs.lib-e.yamaguchi-u.ac.jp/
著者版/出版社版出版社版
リポジトリIDA040056000204
地域区分山口大学
URIhttp://www.lib.yamaguchi-u.ac.jp/yunoca/handle/A040056000204