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  1. 紀要論文
  2. 琉球大学工学部紀要
  3. 45号
  1. 部局別インデックス
  2. 工学部

正規圧密粘士の静的平均有効応力一定繰り返し排水せん断試験結果について

http://hdl.handle.net/20.500.12000/1435
http://hdl.handle.net/20.500.12000/1435
73b6dd45-0ca3-4a22-b86f-b2cbd3d09e6d
名前 / ファイル ライセンス アクション
No45p21.pdf No45p21.pdf
Item type デフォルトアイテムタイプ(フル)(1)
公開日 2007-08-23
タイトル
タイトル 正規圧密粘士の静的平均有効応力一定繰り返し排水せん断試験結果について
言語 ja
作成者 呉屋, 健一

× 呉屋, 健一

ja 呉屋, 健一

上原, 方成

× 上原, 方成

ja 上原, 方成

原, 久夫

× 原, 久夫

ja 原, 久夫

Goya, Kenichi

× Goya, Kenichi

en Goya, Kenichi

Uehara, Hosei

× Uehara, Hosei

en Uehara, Hosei

Hara, Hisao

× Hara, Hisao

en Hara, Hisao

アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
主題
言語 en
主題Scheme Other
主題 Normally Consolidated clay
言語 en
主題Scheme Other
主題 Static Load
言語 en
主題Scheme Other
主題 Draind Shear
言語 en
主題Scheme Other
主題 Cyclic Load
言語 en
主題Scheme Other
主題 Mean Stress
内容記述
内容記述タイプ Other
内容記述 Static cyclic drained shear tests were performed under constant mean effective stress for normally consolidated clay.\nMoreover, undrained shear tests were performed to investigate the influence of the cyclic drained shear on undrained shear characteristics. The following results were obtained.\n1) Inclination of hysteresis loop is affected by the number of cycles and the rate of loadings. Consenquently, shear modulus depends on experimental conditions.\n2) Undrained stress path is greatly affeced by undrained shear rate of loadings. However, undrained stress path is hardly affected by stress history.\n3) Failure stress state is independent of stress history and undrained shear rate of loadings.
内容記述タイプ Other
内容記述 紀要論文
出版者
言語 ja
出版者 琉球大学工学部
言語
言語 jpn
資源タイプ
資源タイプ departmental bulletin paper
資源タイプ識別子 http://purl.org/coar/resource_type/c_6501
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
識別子
識別子 http://hdl.handle.net/20.500.12000/1435
識別子タイプ HDL
収録物識別子
収録物識別子タイプ ISSN
収録物識別子 0389-102X
収録物識別子タイプ NCID
収録物識別子 AN0025048X
収録物名
言語 ja
収録物名 琉球大学工学部紀要
書誌情報
号 45, p. 21-32
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