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A METHOD TO ESTIMATE MODULUS OF HORIZONTAL SUBGRADE REACTION FOR A PILE
https://sucra.repo.nii.ac.jp/records/14170
https://sucra.repo.nii.ac.jp/records/14170d0001a2e-a8a1-4958-9bdb-65c2051298d4
名前 / ファイル | ライセンス | アクション |
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A1003877.pdf (1.0 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2009-10-22 | |||||
タイトル | ||||||
タイトル | A METHOD TO ESTIMATE MODULUS OF HORIZONTAL SUBGRADE REACTION FOR A PILE | |||||
言語 | ||||||
言語 | eng | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | bearing capacity | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | deformation | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | in-situ test | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | <modulus of horizontal subgrade reaction> | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | <pile> | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | journal article | |||||
著者 |
吉田, 巌
× 吉田, 巌× 吉中, 竜之進 |
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著者 ローマ字 | ||||||
YOSHIDA, IWAO | ||||||
著者 ローマ字 | ||||||
YOSHINAKA, RYUNOSHIN | ||||||
著者 所属 | ||||||
著者 所属 | ||||||
埼玉大学 | ||||||
著者 所属(別言語) | ||||||
Foundation Design Section, Honshu-Shikoku Bridge Authority | ||||||
著者 所属(別言語) | ||||||
Foundation Engineering, University of Saitama | ||||||
書誌情報 |
土質工学会論文報告集 en : Soils and Foundations 巻 12, 号 3, p. 1-17, 発行日 1972 |
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年月次 | ||||||
1972-9 | ||||||
出版者名 | ||||||
出版者 | 社団法人地盤工学会 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 03851621 | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | This paper proposes an experimental formula to estimate the modulus of horizontal subgrade reaction k to be used in design practice for analyzing the lateral deflection of a pile at the top and the ground surface.In this paper, (1) the relation between the values of deformation modulus measured by different soil investigation methods was obtained from the results of a comparison study, (2) the effect of loading width to the modulus of horizontal subgrade reaction was investigated by the horizontal plate loading tests carried out in test pits, and (3) the influence of deflection of a pile at the top or ground surface to the value k was investigated on the basis of some experimental data of horizontal loading tests. According to those results, the experimental formula to estimate the value k was obtained. | |||||
注記 | ||||||
内容記述タイプ | Other | |||||
内容記述 | rights: 社団法人地盤工学会 rights: 本文データは学協会の許諾に基づきCiNiiから複製したものである relation: IsVersionOf: http://ci.nii.ac.jp/naid/110003913103/ |
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版 | ||||||
[出版社版] | ||||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
資源タイプ | ||||||
内容記述タイプ | Other | |||||
内容記述 | text | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
作成日 | ||||||
日付 | 2009-10-08 | |||||
日付タイプ | Created | |||||
アイテムID | ||||||
A1003877 |