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  1. 紀要掲載論文
  2. 北見工業大学研究報告
  3. Vol.9

水理構造物基礎の対称浸透流場について*

https://kitami-it.repo.nii.ac.jp/records/6441
eb594d7e-0382-4abc-9e33-e99be436df9a
名前 / ファイル ライセンス アクション
9-1-12.pdf 9-1-12.pdf (2.4 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 水理構造物基礎の対称浸透流場について*
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 Symmetrical Seepage Flow Field under Hydraulic Structures
著者 佐渡, 公明

× 佐渡, 公明

WEKO 32597

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著者別名
識別子
識別子 32598
識別子Scheme WEKO
姓名
姓名 Kimiteru, SADO
抄録
内容記述タイプ Abstract
内容記述 The seepage flow through porous media under a hydraulic structure belongs to the confined flow problems, to which the conformal transformations have been applied by many hydraulic engineers. However, when there are more than three sheet-pilings on the bottom of foundation, the analytical method is not effective. In this paper, we deal with such a case that a seepage flow field is symmetric with respect to the y axis (as in Fig. 1(a)). As a result, the uplift pressure distribution on the base of structure is symmetrical to the center of an uplift pressure diagram regardless of the number of cutoff and the total uplift force is equal to the value integrated on condition that uplift pressure distribution is linear.
書誌情報 北見工業大学研究報告

巻 9, 号 1, p. 99-104, 発行日 1977-11
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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