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砕石ドレーン工法による埋設管路の液状化対策に関する実験的研究
https://doi.org/10.24517/00065015
https://doi.org/10.24517/0006501508c89919-9899-49b2-b14b-82127cd6e2ac
名前 / ファイル | ライセンス | アクション |
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TE-PR-MIYAJIMA-M-1993_149.pdf (1.4 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2022-03-14 | |||||
タイトル | ||||||
タイトル | 砕石ドレーン工法による埋設管路の液状化対策に関する実験的研究 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Experimental study on a countermeasure against liquefaction for underground pipelines using gravel drain system | |||||
言語 | ||||||
言語 | jpn | |||||
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 | |||||
ID登録 | ||||||
ID登録 | 10.24517/00065015 | |||||
ID登録タイプ | JaLC | |||||
著者 |
吉田, 雅穂
× 吉田, 雅穂× 北浦, 勝× 宮島, 昌克× 大石, 博 |
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著者別表示 |
Yoshida, Masaho
× Yoshida, Masaho× Kitaura, Masaru× Miyajima, Masakatsu× Ohishi, Hiroshi |
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提供者所属 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 金沢大学理工研究域地球社会基盤学系 | |||||
書誌情報 |
土木学会論文集 en : Doboku Gakkai Ronbunshu 巻 1993, 号 459, p. 149-158, 発行日 1993-01-20 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 0289-7806 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 1882-7187 | |||||
NCID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN10014020 | |||||
DOI | ||||||
関連タイプ | isIdenticalTo | |||||
識別子タイプ | DOI | |||||
関連識別子 | 10.2208/jscej.1993.459_149 | |||||
出版者 | ||||||
出版者 | 土木学会 Japan Society of Civil Engineers | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | 埋設管路の液状化被害軽減のための対策として, 砕石ドレーン工法を適用し実験的に検討を行った. まず, 砕石ドレーン工法の液状化防止効果が周辺地盤の挙動に与える影響とその範囲について検討を行い, 特に液状化時の埋設管路の破壊要因の一つである地盤沈下に注目し, 砕石の打設された飽和砂地盤での地盤沈下特性を明らかにした. つぎに, 管路の周囲に砕石柱を打設した場合の地盤と管路の挙動を, 無対策地盤での挙動と比較検討を行い, 本工法の埋設管路への適用に関する有効性および問題点を指摘した. | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | This paper deals with application of a gravel drain system to underground pipelines in order to mitigate their damage due to liquefaction. Pipelines' damage in liquefaction process is supposed to be caused by various factors; buoyancy, dynamic response of ground, ground deformation, etc. Two types of small scale test were conducted. The first especially focused on the settlement of ground. Test results suggest that the settlement of sandy ground improved by the gravel drain system correlated to the maximum excess pore water pressure ratio in the liquefiable ground. The second test was conducted to study the effects of the gravel drain system to performance of pipelines, and to clarify the problems which should be solved before the gravel drain system is designed for underground pipelines. The gravel drain system can reduce the settlement of ground around pipelines, and reduce the duration of vibration strains and floatation of the pipelines. | |||||
権利 | ||||||
権利情報 | Copyright © 土木学会 Japan Society of Civil Engineers | |||||
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 | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | https://www.jstage.jst.go.jp/browse/jscej/-char/ja | |||||
関連名称 | https://www.jstage.jst.go.jp/browse/jscej/-char/ja | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | http://www.jsce.or.jp/ | |||||
関連名称 | http://www.jsce.or.jp/ |