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  1. 紀要掲載論文
  2. 北見工業大学研究報告
  3. Vol.7

粘性土における一軸圧縮試験と三軸圧縮試験の比較(第二報)

https://kitami-it.repo.nii.ac.jp/records/6382
191e58af-1506-43b4-bb0a-c45d2702aa06
名前 / ファイル ライセンス アクション
7-1-14.pdf 7-1-14.pdf (2.5 MB)
Item type 紀要論文 / Departmental Bulletin Paper(1)
公開日 2007-04-09
タイトル
タイトル 粘性土における一軸圧縮試験と三軸圧縮試験の比較(第二報)
言語
言語 jpn
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
タイプ departmental bulletin paper
その他のタイトル
その他のタイトル Comparison of the TriaxiaI Compression and the Uniconfind Compression Test for Cohesive soil (Part II)
著者 山田, 洋右

× 山田, 洋右

WEKO 32392

山田, 洋右

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鈴木, 輝之

× 鈴木, 輝之

WEKO 32393

鈴木, 輝之

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著者別名
識別子
識別子 32394
識別子Scheme WEKO
姓名
姓名 YAMADA, Yoou
著者別名
識別子
識別子 32395
識別子Scheme WEKO
姓名
姓名 SUZUKI, Teruyuki
抄録
内容記述タイプ Abstract
内容記述 The unconfined compression test is conveniently used for measuring the undrained strength of cohesive soil the to the simplicity of its test procedure. In practice.  a stress release occurred during sampling of undisturbed soil-which cannot be avoided.The effect of stress release on strength characteristics and deformation characteristics measured by the unconfined compression test is yet uncertain.   In this paper,results from the unconfined compression test for some cohesive soils were compared with results of the triaxial compression test on the same soils for the purpose of investigating the characteristics of measured values of the unconfined compression test.
書誌情報 北見工業大学研究報告

巻 7, 号 1, p. 147-152, 発行日 1975-11
フォーマット
内容記述タイプ Other
内容記述 application/pdf
著者版フラグ
値 publisher
出版者
出版者 北見工業大学
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