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Damage to water supply pipelines
https://doi.org/10.24517/00064900
https://doi.org/10.24517/000649001f8b107a-5be0-43fa-a932-487c67557899
名前 / ファイル | ライセンス | アクション |
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Item type | 学術雑誌論文 / Journal Article(1) | |||||||||
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公開日 | 2022-02-04 | |||||||||
タイトル | ||||||||||
タイトル | Damage to water supply pipelines | |||||||||
言語 | ||||||||||
言語 | eng | |||||||||
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 | 10.24517/00064900 | |||||||||
ID登録タイプ | JaLC | |||||||||
著者 |
Kitaura, Masaru
× Kitaura, Masaru× Miyajima, Masakatsu |
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著者別表示 |
北浦, 勝
× 北浦, 勝
× 宮島, 昌克
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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 |
地盤工学会論文報告集 en : Soils and Foundations 巻 36, 号 Special, p. 325-333, 発行日 1996 |
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ISSN | ||||||||||
収録物識別子タイプ | ISSN | |||||||||
収録物識別子 | 1341-7452 | |||||||||
NCID | ||||||||||
収録物識別子タイプ | NCID | |||||||||
収録物識別子 | AN10496056 | |||||||||
DOI | ||||||||||
関連タイプ | isIdenticalTo | |||||||||
識別子タイプ | DOI | |||||||||
関連識別子 | 10.3208/sandf.36.special_325 | |||||||||
出版者 | ||||||||||
出版者 | Japanese Geotechnical Society 地盤工学会 | |||||||||
抄録 | ||||||||||
内容記述タイプ | Abstract | |||||||||
内容記述 | Earthquake damage to water supply pipelines during the 1995 Hyogoken-Nambu earthquake was investigated. An overview of the damage to water supply pipelines in the Hanshin area is presented and the relationship between the damage to water supply pipelines in Kobe city, geological features and damage to buildings is discussed. The damage is compared with that which occurred from past earthquakes. The study lead to the following conclusions. (1) The majority of failures occurred in pipelines of relatively small diameter. (2) The damage rates for asbestos cement pipe and vinyl pipe were high. The replacement of old pipe such as asbestos cement pipe is urgently required. (3) Joint separations were extensive. Joint separations for cast iron pipe occurred in the older lead and mechanical joints. (4) Liquefaction caused extensive damage to pipelines. The ductile cast iron pipelines with earthquake-proof joint did not suffer damage even in the liquefied area. The effect of earthquake proof joint was confirmed. (5) Since damage to the pipe fittings such as valves, hydrants, etc., was extensive, the strength of the pipe fittings should be improved. | |||||||||
権利 | ||||||||||
権利情報 | Copyright © Japanese Geotechnical Society 地盤工学会 | |||||||||
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/sandf1995/-char/ja | |||||||||
関連名称 | https://www.jstage.jst.go.jp/browse/sandf1995/-char/ja | |||||||||
関連URI | ||||||||||
識別子タイプ | URI | |||||||||
関連識別子 | http://www.jiban.or.jp | |||||||||
関連名称 | http://www.jiban.or.jp |