WEKO3
インデックスリンク
アイテム
{"_buckets": {"deposit": "c1ce62f4-4092-4596-a5e2-0f2e7bd2e21e"}, "_deposit": {"created_by": 3, "id": "11769", "owners": [3], "pid": {"revision_id": 0, "type": "depid", "value": "11769"}, "status": "published"}, "_oai": {"id": "oai:kanazawa-u.repo.nii.ac.jp:00011769", "sets": ["1033"]}, "author_link": ["18454", "18388", "112552", "110174", "14306", "111805"], "item_7_biblio_info_8": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "1974-03-25", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "1", "bibliographicPageEnd": "35", "bibliographicPageStart": "25", "bibliographicVolumeNumber": "8", "bibliographic_titles": [{"bibliographic_title": "金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University"}]}]}, "item_7_creator_34": {"attribute_name": "著者別表示", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Nishida, Yoshichika"}], "nameIdentifiers": [{"nameIdentifier": "110174", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "60019693", "nameIdentifierScheme": "e-Rad", "nameIdentifierURI": "https://kaken.nii.ac.jp/ja/search/?qm=60019693"}]}, {"creatorNames": [{"creatorName": "Kita, Tetsuro"}], "nameIdentifiers": [{"nameIdentifier": "112552", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Yagi, Norio"}], "nameIdentifiers": [{"nameIdentifier": "111805", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "00027228", "nameIdentifierScheme": "e-Rad", "nameIdentifierURI": "https://kaken.nii.ac.jp/ja/search/?qm=00027228"}]}]}, "item_7_description_21": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": " This paper presents how to predict the lateral resistance of a single pile subjected to the horizontal force, without application of K-value (Modulus of subgrade reaction) in the current existing theories. \n The conditions of stresses, deformations and plastic failures are studied for the clay ground by assuming that it consists of many layers of infinite plate and is pushed only in the horizontal direction by the pile. The lateral resistance of a pile is calculated for both the elastic limit and the ultimate failure of the clay ground in the general forms from the mechanical properties of the clay and the pile. \n The numerical results are compared with the published data and this method of calculation can be concluded to be useful. ", "subitem_description_type": "Abstract"}]}, "item_7_identifier_registration": {"attribute_name": "ID登録", "attribute_value_mlt": [{"subitem_identifier_reg_text": "10.24517/00011756", "subitem_identifier_reg_type": "JaLC"}]}, "item_7_publisher_17": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "金沢大学工学部 = Faculty of Technology Kanazawa University"}]}, "item_7_source_id_11": {"attribute_name": "NCID", "attribute_value_mlt": [{"subitem_source_identifier": "AN00044309", "subitem_source_identifier_type": "NCID"}]}, "item_7_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "0022-832X", "subitem_source_identifier_type": "ISSN"}]}, "item_7_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": "西田, 義親"}], "nameIdentifiers": [{"nameIdentifier": "14306", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "60019693", "nameIdentifierScheme": "e-Rad", "nameIdentifierURI": "https://kaken.nii.ac.jp/ja/search/?qm=60019693"}]}, {"creatorNames": [{"creatorName": "北, 哲郎"}], "nameIdentifiers": [{"nameIdentifier": "18454", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "八木, 則男"}], "nameIdentifiers": [{"nameIdentifier": "18388", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "00027228", "nameIdentifierScheme": "e-Rad", "nameIdentifierURI": "https://kaken.nii.ac.jp/ja/search/?qm=00027228"}]}]}, "item_files": {"attribute_name": "ファイル情報", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2017-10-03"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "AN00044309-8-1-23-35.pdf", "filesize": [{"value": "264.3 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_11", "mimetype": "application/pdf", "size": 264300.0, "url": {"label": "AN00044309-8-1-23-35.pdf", "url": "https://kanazawa-u.repo.nii.ac.jp/record/11769/files/AN00044309-8-1-23-35.pdf"}, "version_id": "454cb891-8fca-4a84-b3dc-cebc0ea69e19"}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_resource_type": {"attribute_name": "資源タイプ", "attribute_value_mlt": [{"resourcetype": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "地盤応力からみた単杭の水平抵抗", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "地盤応力からみた単杭の水平抵抗"}, {"subitem_title": "Lateral Resistance of Single Pile : from the Condition of Ground Stress", "subitem_title_language": "en"}]}, "item_type_id": "7", "owner": "3", "path": ["1033"], "permalink_uri": "https://doi.org/10.24517/00011756", "pubdate": {"attribute_name": "公開日", "attribute_value": "2017-10-03"}, "publish_date": "2017-10-03", "publish_status": "0", "recid": "11769", "relation": {}, "relation_version_is_last": true, "title": ["地盤応力からみた単杭の水平抵抗"], "weko_shared_id": 3}
地盤応力からみた単杭の水平抵抗
https://doi.org/10.24517/00011756
https://doi.org/10.24517/00011756017bb759-7bc2-4a22-9c17-d4afff2c42bf
名前 / ファイル | ライセンス | アクション |
---|---|---|
AN00044309-8-1-23-35.pdf (264.3 kB)
|
Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2017-10-03 | |||||
タイトル | ||||||
タイトル | 地盤応力からみた単杭の水平抵抗 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Lateral Resistance of Single Pile : from the Condition of Ground Stress | |||||
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 | departmental bulletin paper | |||||
ID登録 | ||||||
ID登録 | 10.24517/00011756 | |||||
ID登録タイプ | JaLC | |||||
著者 |
西田, 義親
× 西田, 義親× 北, 哲郎× 八木, 則男 |
|||||
著者別表示 |
Nishida, Yoshichika
× Nishida, Yoshichika× Kita, Tetsuro× Yagi, Norio |
|||||
書誌情報 |
金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University 巻 8, 号 1, p. 25-35, 発行日 1974-03-25 |
|||||
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 = Faculty of Technology Kanazawa University | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | This paper presents how to predict the lateral resistance of a single pile subjected to the horizontal force, without application of K-value (Modulus of subgrade reaction) in the current existing theories. The conditions of stresses, deformations and plastic failures are studied for the clay ground by assuming that it consists of many layers of infinite plate and is pushed only in the horizontal direction by the pile. The lateral resistance of a pile is calculated for both the elastic limit and the ultimate failure of the clay ground in the general forms from the mechanical properties of the clay and the pile. The numerical results are compared with the published data and this method of calculation can be concluded to be useful. |
|||||
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 |