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  1. 紀要掲載論文
  2. 北見工業大学研究報告
  3. Vol.5

粘性土における一軸圧縮試験と三軸圧縮試験の比較について

https://kitami-it.repo.nii.ac.jp/records/6346
03f2faec-3b45-419b-ab98-fb378023fa86
名前 / ファイル ライセンス アクション
5-2-5.pdf 5-2-5.pdf (4.1 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について
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 Triaxial Compression and the Unconfined Compression Test for Cohesive Soil
著者 山田, 洋右

× 山田, 洋右

WEKO 32255

山田, 洋右

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鈴木, 輝之

× 鈴木, 輝之

WEKO 32256

鈴木, 輝之

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著者別名
識別子
識別子 32257
識別子Scheme WEKO
姓名
姓名 YAMADA, Yoou
著者別名
識別子
識別子 32258
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 usually used for measurement of an undrained strength of cohesive soil because of the simplicity of the test technique.
This test,however,is unapplicable for such specimens as cracky clay,very solid clay,and clayey soil which contains extra fractions of sand.
In these cases,an other strength test method such as the triaxial compression test,must be applied.
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 charactristics of the unconfined compression test.
書誌情報 北見工業大学研究報告

巻 5, 号 2, p. 196-204, 発行日 1974-03
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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