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  1. 学術雑誌掲載済論文
  2. 和雑誌

室内模型実験を用いた 構造物の凍着凍上挙動に関する基礎的研究

https://kitami-it.repo.nii.ac.jp/records/2000390
https://kitami-it.repo.nii.ac.jp/records/2000390
dd4d201a-89e1-4cd3-8b08-b42920d16eac
名前 / ファイル ライセンス アクション
37_59.pdf 37_59.pdf (2.4 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2023-03-09
タイトル
言語 ja
タイトル 室内模型実験を用いた 構造物の凍着凍上挙動に関する基礎的研究
言語
言語 jpn
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
タイプ journal article
著者 中村 大

× 中村 大

ja 中村 大

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川口 貴之

× 川口 貴之

ja 川口 貴之

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川尻 峻三

× 川尻 峻三

ja 川尻 峻三

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渡邊 達也

× 渡邊 達也

ja 渡邊 達也

Search repository
谷口 友秀

× 谷口 友秀

ja 谷口 友秀

Search repository
抄録
内容記述タイプ Abstract
内容記述 In this study, laboratory model experiments were adopted as a research method to clarify
the behaviors of the frost heaving phenomenon in structures. The experiments were conducted
by placing structures in the soil with varying factors such as cross-sectional shape, burial depth,
overburden load, friction and density, and their freezing and thawing behaviors were observed.
It was confirmed that the inverted T-shape was effective in preventing the lifting of structures
due to frost heaving. It was also found that there was a high possibility of greatly reducing
the lifting of the structure by the frost heaving if an appropriate length of overhang could be
provided at a depth below the maximum freezing depth. These results suggest that, in the case
of a strip footing foundation with an inverted T-shape, burying the top of the footing at a depth
below the maximum freezing depth is an appropriate means of preventing the frost heaving
phenomenon.
言語 en
書誌情報 ja : 日本雪工学会論文集

巻 37, 号 3, p. 59-69, ページ数 2021, 発行日 2021-07
DOI
識別子タイプ DOI
関連識別子 https://doi.org/10.32120/jsej.37.3_59
出版者
言語 ja
出版者 日本雪工学会
著者版フラグ
言語 en
値 publisher
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
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