{"created":"2023-07-27T06:59:14.264692+00:00","id":58632,"links":{},"metadata":{"_buckets":{"deposit":"53428daa-620f-433a-aa97-a6b35eeaacf6"},"_deposit":{"created_by":18,"id":"58632","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"58632"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00058632","sets":["934:935:936"]},"author_link":["92299","103187","69332","9906"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1996","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"Special","bibliographicPageEnd":"333","bibliographicPageStart":"325","bibliographicVolumeNumber":"36","bibliographic_titles":[{"bibliographic_title":"地盤工学会論文報告集"},{"bibliographic_title":"Soils and Foundations","bibliographic_titleLang":"en"}]}]},"item_4_creator_33":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"北浦, 勝"}],"nameIdentifiers":[{"nameIdentifier":"9906","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"70026269","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=70026269"},{"nameIdentifier":"70026269","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000070026269"}]},{"creatorNames":[{"creatorName":"宮島, 昌克"}],"nameIdentifiers":[{"nameIdentifier":"103187","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"70143881","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=70143881"}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"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.","subitem_description_type":"Abstract"}]},"item_4_description_5":{"attribute_name":"提供者所属","attribute_value_mlt":[{"subitem_description":"金沢大学理工研究域地球社会基盤学系","subitem_description_type":"Other"}]},"item_4_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00064900","subitem_identifier_reg_type":"JaLC"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Japanese Geotechnical Society 地盤工学会"}]},"item_4_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.3208/sandf.36.special_325","subitem_relation_type_select":"DOI"}}]},"item_4_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"https://www.jstage.jst.go.jp/browse/sandf1995/-char/ja"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/browse/sandf1995/-char/ja","subitem_relation_type_select":"URI"}},{"subitem_relation_name":[{"subitem_relation_name_text":"http://www.jiban.or.jp"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://www.jiban.or.jp","subitem_relation_type_select":"URI"}}]},"item_4_rights_23":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright © Japanese Geotechnical Society 地盤工学会"}]},"item_4_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN10496056","subitem_source_identifier_type":"NCID"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1341-7452","subitem_source_identifier_type":"ISSN"}]},"item_4_version_type_25":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Kitaura, Masaru"}],"nameIdentifiers":[{"nameIdentifier":"92299","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"70026269","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=70026269"}]},{"creatorNames":[{"creatorName":"Miyajima, Masakatsu"}],"nameIdentifiers":[{"nameIdentifier":"69332","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"70143881","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=70143881"},{"nameIdentifier":"70143881","nameIdentifierScheme":"金沢大学研究者情報","nameIdentifierURI":"http://ridb.kanazawa-u.ac.jp/public/detail.php?kaken=70143881"},{"nameIdentifier":"70143881","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000070143881"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2022-02-04"}],"displaytype":"detail","filename":"TE-PR-MIYAJIMA-M-36_325.pdf","filesize":[{"value":"1.6 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MIYAJIMA-M-36_325.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/58632/files/TE-PR-MIYAJIMA-M-36_325.pdf"},"version_id":"b53817dd-2dc5-4e8b-ad8d-31c2d1bbf329"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"Damage to water supply pipelines","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Damage to water supply pipelines"}]},"item_type_id":"4","owner":"18","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2022-02-04"},"publish_date":"2022-02-04","publish_status":"0","recid":"58632","relation_version_is_last":true,"title":["Damage to water supply pipelines"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-06-20T06:39:33.159797+00:00"}