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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/2000390dd4d201a-89e1-4cd3-8b08-b42920d16eac
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37_59.pdf (2.4 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||||||||||||
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公開日 | 2023-03-09 | |||||||||||||||
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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 | ja | |||||||||||||||
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言語 | jpn | |||||||||||||||
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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 |
中村 大
× 中村 大
× 川口 貴之
× 川尻 峻三
× 渡邊 達也
× 谷口 友秀
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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. |
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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 |
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DOI | ||||||||||||||||
識別子タイプ | DOI | |||||||||||||||
関連識別子 | https://doi.org/10.32120/jsej.37.3_59 | |||||||||||||||
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出版者 | 日本雪工学会 | |||||||||||||||
言語 | ja | |||||||||||||||
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言語 | en | |||||||||||||||
値 | publisher | |||||||||||||||
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出版タイプ | VoR | |||||||||||||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 |