{"_buckets": {"deposit": "6939da9b-c3be-48db-b77b-af612e476ca9"}, "_deposit": {"id": "2001570", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "2001570"}, "status": "published"}, "_oai": {"id": "oai:u-ryukyu.repo.nii.ac.jp:02001570", "sets": ["1642837875711", "1642838406845"]}, "author_link": [], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "飽和粘土の過圧密領域におけるK_0値および粘弾性係数に関する研究", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "A Study on K_0-value in Over Consolidated Region and Coefficient of Viscoelastic of Saturated Clay", "subitem_1551255648112": "en"}]}, "item_1617186419668": {"attribute_name": "Creator", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "赤嶺, 伴子", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "原, 久夫", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "村吉, 政人", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "Akamine, Tomoko", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Hara, Hisao", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Murayoshi, Masato", "creatorNameLang": "en"}]}]}, "item_1617186476635": {"attribute_name": "Access Rights", "attribute_value_mlt": [{"subitem_1522299639480": "open access", "subitem_1600958577026": "http://purl.org/coar/access_right/c_abf2"}]}, "item_1617186609386": {"attribute_name": "Subject", "attribute_value_mlt": [{"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Saturated Clay"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Over Consolidation"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "K^0-value"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Coefficient of Viscoelastic"}]}, "item_1617186626617": {"attribute_name": "Description", "attribute_value_mlt": [{"subitem_description": "A detailed stability analysis and a deformation analysis are necessary to planning of an important structure and to preventing from a ground disaster such as landslid or ground subsidence. The coefficient of earth pressure at rest K_0-value and coefficient of viscoelastic are required in order to analyse the problems. This paper is a study on experiments on K_0-value in over consolidated region and the coefficient of viscoelstic of saturated Shimajiri-Clay, Kin-Clay and Ariake-Clay.\\nK_0-value in normally consolidated region is got easily, but K_0-value in over consolidated region is not. Then K_0-value in over consolidated region is got from ln p\u0027-η curve. The linear relations between the parameter m and the plasticity index I_p is proved.\\nSaturated clay has the time dependent characteristics of deformation. The coefficient of viscoelstic is got by generalized Voigt model.", "subitem_description_type": "Other"}, {"subitem_description": "紀要論文", "subitem_description_type": "Other"}]}, "item_1617186643794": {"attribute_name": "Publisher", "attribute_value_mlt": [{"subitem_1522300295150": "ja", "subitem_1522300316516": "琉球大学工学部"}]}, "item_1617186702042": {"attribute_name": "Language", "attribute_value_mlt": [{"subitem_1551255818386": "jpn"}]}, "item_1617186783814": {"attribute_name": "Identifier", "attribute_value_mlt": [{"subitem_identifier_type": "HDL", "subitem_identifier_uri": "http://hdl.handle.net/20.500.12000/1439"}]}, "item_1617186920753": {"attribute_name": "Source Identifier", "attribute_value_mlt": [{"subitem_1522646500366": "ISSN", "subitem_1522646572813": "0389-102X"}, {"subitem_1522646500366": "NCID", "subitem_1522646572813": "AN0025048X"}]}, "item_1617186941041": {"attribute_name": "Source Title", "attribute_value_mlt": [{"subitem_1522650068558": "ja", "subitem_1522650091861": "琉球大学工学部紀要"}]}, "item_1617187056579": {"attribute_name": "Bibliographic Information", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "1999-09", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "58", "bibliographicPageEnd": "55", "bibliographicPageStart": "47"}]}, "item_1617258105262": {"attribute_name": "Resource Type", "attribute_value_mlt": [{"resourcetype": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_1617265215918": {"attribute_name": "Version Type", "attribute_value_mlt": [{"subitem_1522305645492": "VoR", "subitem_1600292170262": "http://purl.org/coar/version/c_970fb48d4fbd8a85"}]}, "item_1617605131499": {"attribute_name": "File", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_access", "download_preview_message": "", "file_order": 0, "filename": "No58p47.pdf", "future_date_message": "", "is_thumbnail": false, "mimetype": "", "size": 0, "url": {"objectType": "fulltext", "url": "https://u-ryukyu.repo.nii.ac.jp/record/2001570/files/No58p47.pdf"}, "version_id": "364b2290-2ae4-4eae-83f2-1e2132f49e93"}]}, "item_title": "飽和粘土の過圧密領域におけるK_0値および粘弾性係数に関する研究", "item_type_id": "15", "owner": "1", "path": ["1642837875711", "1642838406845"], "permalink_uri": "http://hdl.handle.net/20.500.12000/1439", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2007-08-23"}, "publish_date": "2007-08-23", "publish_status": "0", "recid": "2001570", "relation": {}, "relation_version_is_last": true, "title": ["飽和粘土の過圧密領域におけるK_0値および粘弾性係数に関する研究"], "weko_shared_id": -1}
飽和粘土の過圧密領域におけるK_0値および粘弾性係数に関する研究
http://hdl.handle.net/20.500.12000/1439
http://hdl.handle.net/20.500.12000/1439