WEKO3
アイテム
{"_buckets": {"deposit": "ae9c33f3-3843-4744-9094-bc1d5138421d"}, "_deposit": {"created_by": 1, "id": "21263", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "21263"}, "status": "published"}, "_oai": {"id": "oai:u-fukui.repo.nii.ac.jp:00021263", "sets": ["2261"]}, "author_link": ["61535", "61534"], "item_10002_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "1975-09", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "2", "bibliographicPageEnd": "236", "bibliographicPageStart": "227", "bibliographicVolumeNumber": "23", "bibliographic_titles": [{"bibliographic_title": "福井大学工学部研究報告"}]}]}, "item_10002_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "As a vertically vibra ting machine founda tion is loca ted on unsa tura ted soft sandy ground, several beha viors of the ground accepted large-amplitude repeated loading were considered experimentally. That is,cylindrical sand specimens of high degree of saturation were made. After anisotropic load had been applied statically on it, vibrating load of sine wave, cyc1e 1 Herz was applied to uniaxial direction only,uti1izing triaxial apparatus. As the result,effective stress pass on 45 degrees stress plane to principal stress axis is returned around at number of cyc1eN =3,which shows an initial liquefaction. And,t he stress pass arrived gradual1y to a constant stress pass after N=10,which shows the soi1 structure to be stabilized. Because of occurring of phase difference between vibrating stress and pore pressure,the unsaturated sandy soi1 does not go to perfect liquefaction. The phase difference approaches to a constant value as the increase of number of cyc1es,and it shows that the variation corresponds to the change of soi1 structure.", "subitem_description_type": "Abstract"}]}, "item_10002_relation_11": {"attribute_name": "書誌レコードID", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "TD00003903", "subitem_relation_type_select": "NCID"}}]}, "item_10002_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "4298373", "subitem_source_identifier_type": "ISSN"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "室, 達朗|"}], "nameIdentifiers": [{"nameIdentifier": "61534", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "|MURO, Tatsuro", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "61535", "nameIdentifierScheme": "WEKO"}]}]}, "item_files": {"attribute_name": "ファイル情報", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2020-08-04"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "AN00215401-023-02-011.pdf", "filesize": [{"value": "874.3 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 874300.0, "url": {"label": "AN00215401-023-02-011.pdf", "url": "https://u-fukui.repo.nii.ac.jp/record/21263/files/AN00215401-023-02-011.pdf"}, "version_id": "e44b2a55-ad30-4ad4-973b-4f612dc33972"}]}, "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": "振動時における不飽和砂質土の挙動特性", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "振動時における不飽和砂質土の挙動特性"}, {"subitem_title": "Behavior of Unsaturated Sandy Soil under Large-Amplitude Repeated Loading", "subitem_title_language": "en"}]}, "item_type_id": "10002", "owner": "1", "path": ["2261"], "permalink_uri": "http://hdl.handle.net/10098/4620", "pubdate": {"attribute_name": "公開日", "attribute_value": "2011-12-13"}, "publish_date": "2011-12-13", "publish_status": "0", "recid": "21263", "relation": {}, "relation_version_is_last": true, "title": ["振動時における不飽和砂質土の挙動特性"], "weko_shared_id": -1}
振動時における不飽和砂質土の挙動特性
http://hdl.handle.net/10098/4620
http://hdl.handle.net/10098/462004b2fb0f-31a3-41fd-b0a7-58751af35f49
名前 / ファイル | ライセンス | アクション |
---|---|---|
AN00215401-023-02-011.pdf (874.3 kB)
|
|
Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2011-12-13 | |||||
タイトル | ||||||
タイトル | 振動時における不飽和砂質土の挙動特性 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Behavior of Unsaturated Sandy Soil under Large-Amplitude Repeated Loading | |||||
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 | |||||
著者 |
室, 達朗|
× 室, 達朗|× |MURO, Tatsuro |
|||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | As a vertically vibra ting machine founda tion is loca ted on unsa tura ted soft sandy ground, several beha viors of the ground accepted large-amplitude repeated loading were considered experimentally. That is,cylindrical sand specimens of high degree of saturation were made. After anisotropic load had been applied statically on it, vibrating load of sine wave, cyc1e 1 Herz was applied to uniaxial direction only,uti1izing triaxial apparatus. As the result,effective stress pass on 45 degrees stress plane to principal stress axis is returned around at number of cyc1eN =3,which shows an initial liquefaction. And,t he stress pass arrived gradual1y to a constant stress pass after N=10,which shows the soi1 structure to be stabilized. Because of occurring of phase difference between vibrating stress and pore pressure,the unsaturated sandy soi1 does not go to perfect liquefaction. The phase difference approaches to a constant value as the increase of number of cyc1es,and it shows that the variation corresponds to the change of soi1 structure. | |||||
書誌情報 |
福井大学工学部研究報告 巻 23, 号 2, p. 227-236, 発行日 1975-09 |
|||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 4298373 | |||||
書誌レコードID | ||||||
識別子タイプ | NCID | |||||
関連識別子 | TD00003903 |