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  1. 紀要掲載論文
  2. 北見工業大学研究報告
  3. Vol.8

異方圧密した粘性土の一軸圧縮試験と三軸圧縮試験の比較(第三報)

https://kitami-it.repo.nii.ac.jp/records/6414
ca896b4c-2d21-406a-8ff6-fa4e12475e39
名前 / ファイル ライセンス アクション
8-1-10.pdf 8-1-10.pdf (3.5 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 異方圧密した粘性土の一軸圧縮試験と三軸圧縮試験の比較(第三報)
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 Comprison of the Triaxial and the Unconfined Compression Test for anisotropically Consolidated Cohesive Soils (Part III)
著者 山田, 洋右

× 山田, 洋右

WEKO 32503

山田, 洋右

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鈴木, 輝之

× 鈴木, 輝之

WEKO 32504

鈴木, 輝之

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著者別名
識別子
識別子 32505
識別子Scheme WEKO
姓名
姓名 YAMADA, Yoou
著者別名
識別子
識別子 32506
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 soils because of its simplicity. In the natural ground, soils are consolidated anisotropically. Therefore, studies of anisotropically consolidated soils are more significant than those of isotropically consolidated soils. The purpose of this paper is to clarify the characteristics of the results of unconfined compression tests. Then, the results of the unconfined compression tests are compared with those of the triaxial compression tests of the same cohesive soil that was anisotropically consolidated.
書誌情報 北見工業大学研究報告

巻 8, 号 1, p. 101-109, 発行日 1976-11
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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