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グラベルパイルを用いた地中埋設管の液状化対策に関する模型実験
https://doi.org/10.24517/00065288
https://doi.org/10.24517/000652887076d33e-983f-4945-ace7-34a8cf9f72ac
名前 / ファイル | ライセンス | アクション |
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AN00044309-21-2-37-43.pdf (299.9 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2022-01-27 | |||||
タイトル | ||||||
タイトル | グラベルパイルを用いた地中埋設管の液状化対策に関する模型実験 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Model Experiments on Damage Mitigation of Buried Pipelines Due to Liquefaction Using Gravel Piles | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | countermeasure | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | gravel pile | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | liquefaction | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | model experiment | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | pipeline | |||||
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 | departmental bulletin paper | |||||
ID登録 | ||||||
ID登録 | 10.24517/00065288 | |||||
ID登録タイプ | JaLC | |||||
著者 |
北浦, 勝
× 北浦, 勝× 宮島, 昌克× 吉田, 雅穂 |
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著者別表示 |
Kitaura, Masaru
× Kitaura, Masaru× Miyajima, Masakatsu× Yoshida, Masaho |
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書誌情報 |
金沢大学工学部紀要 en : Memoirs of the Faculty of Technology Kanazawa University 巻 21, 号 2, p. 37-43, 発行日 1988-10-31 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 0022-832X | |||||
NCID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00044309 | |||||
出版者 | ||||||
出版者 | 金沢大学工学部 | |||||
出版者(別名) | ||||||
出版者 | Faculty of Technology Kanazawa University | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The present paper deals with model experiments on application of gravel piles to buried pipelines in order to mitigate pipelines' damage due to liquefaction. Gravel pile method is one of the effective methods of stabilizing a soil deposit susceptible to liquefaction. Construction of gravel piles has no great vibration and noise, therefore it can be applicable to sites in urban areas and near buildings. This method was applied to many sites for buildings, however, it was not used for buried pipelines because of wide construction sites. In the present study, model experiments were conducted in order to investigate effects of gravel piles to response of buried pipelines. Although we find the gravel pile method is an effective measure for ·damage mitigation of buried pipelines due to liquefaction, it is clarified there still exist certain problems to be solved before the gravel pile method is applied to real buried pipelines. | |||||
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 |