{"created":"2022-01-25T05:55:47.385137+00:00","id":2001570,"links":{},"metadata":{"_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":["1642837622505:1642837855274:1642837875711","1642838403551:1642838406845"]},"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'-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","filename":"No58p47.pdf","mimetype":"application/pdf","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"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-08-23"},"publish_date":"2007-08-23","publish_status":"0","recid":"2001570","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_creator_id":"1","weko_shared_id":-1},"updated":"2022-10-31T00:51:04.238839+00:00"}