{"created":"2023-06-19T11:38:06.892455+00:00","id":5688,"links":{},"metadata":{"_buckets":{"deposit":"5faf22e0-e355-4772-99be-80b57d591809"},"_deposit":{"created_by":13,"id":"5688","owners":[13],"pid":{"revision_id":0,"type":"depid","value":"5688"},"status":"published"},"_oai":{"id":"oai:mie-u.repo.nii.ac.jp:00005688","sets":["420:421:443:445"]},"author_link":["12315"],"item_4_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1989-03-30","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"70","bibliographicPageStart":"63","bibliographicVolumeNumber":"2","bibliographic_titles":[{"bibliographic_title":"三重大学生物資源学部紀要 = The bulletin of the Faculty of Bioresources, Mie University"}]}]},"item_4_description_14":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_4_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"It has been well known that flow of pore fluid in compacted soils will also occur horizontally as well\nas vertically since the surface of an embankment is a natural drainage boundary. In addition, this flow\nis ultimately predominant in the horizontal direction in the soil structure because of the layering roller-\ncompacted fill.\n On the other hand, in consolidation tests on compacted soils as embankment materials, the curvre \nrepresenting time-dependant settlement relationship has a characteristic shape. This phenomenon is \nvery different from ordinary saturated clays. The present objected is to extend the one-dimentional\nconsolidation theory to take account of the two dimentional anisotropic one.\n Considering anisotropy of consolidation behavior and characteristic of compacted soils mentioned\nabove, the author derived an anisotropic consolidation equation and its solution under axi-symmetric\ncylindrical coordinates. In this treatment, an assumption was made that a stress-strain relation of the\nsoil skeleton was represented by a rheological model comprising a Voigt body. Consequently, a general\nexpression of the strain was proposed for the sum of two parts: the effective stress remaining constant and effective stress varying with time(Eq.(12)). Solutions obtained from the basic equation (Eq.\n(15)or(16)), that are equations regarding the pore pressure distribution (Eq.(26)), consolidation setttlement(Eq.(27)) \nand average degree of consolidation (Eq.(28)), were found to be similar to solutions \nof one-dimensional equation in form except for additional terms due to radial directional effects. From\nthis reasoning, the author indicated that parmeters concerning two-dimensional anisotropic consolidation\ncould be calculated numerically by utilizing parameters obtained from one-dimensional one.","subitem_description_type":"Abstract"}]},"item_4_publisher_30":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"三重大学生物資源学部"}]},"item_4_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0915-0471","subitem_source_identifier_type":"PISSN"}]},"item_4_source_id_9":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10073846","subitem_source_identifier_type":"NCID"}]},"item_4_subject_16":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"511","subitem_subject_scheme":"NDC"}]},"item_4_text_18":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_text_language":"en","subitem_text_value":"An Anisotropic Consolidation Equation on the Embankment Material Considering Visco-elastic Behavior"}]},"item_4_text_63":{"attribute_name":"ノート","attribute_value_mlt":[{"subitem_text_value":"Agropedia提供データ"}]},"item_4_text_65":{"attribute_name":"資源タイプ（三重大）","attribute_value_mlt":[{"subitem_text_value":"Departmental Bulletin Paper / 紀要論文"}]},"item_4_version_type_15":{"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":"井上, 宗治","creatorNameLang":"ja"},{"creatorName":"Inoue, Sohji","creatorNameLang":"en"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-02-18"}],"displaytype":"detail","filename":"AN100738460000206.pdf","filesize":[{"value":"393.6 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"AN100738460000206.pdf","url":"https://mie-u.repo.nii.ac.jp/record/5688/files/AN100738460000206.pdf"},"version_id":"cc9632a3-ae8c-402e-9b41-7f685e023401"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Anisotropy","subitem_subject_scheme":"Other"},{"subitem_subject":"Consolidation test","subitem_subject_scheme":"Other"},{"subitem_subject":"Pore pressure","subitem_subject_scheme":"Other"},{"subitem_subject":"Settlement","subitem_subject_scheme":"Other"},{"subitem_subject":"Visco-elasticity","subitem_subject_scheme":"Other"}]},"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":"粘弾性を考慮した盛土材の異方圧密方程式について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"粘弾性を考慮した盛土材の異方圧密方程式について","subitem_title_language":"ja"}]},"item_type_id":"4","owner":"13","path":["445"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-04-26"},"publish_date":"2007-04-26","publish_status":"0","recid":"5688","relation_version_is_last":true,"title":["粘弾性を考慮した盛土材の異方圧密方程式について"],"weko_creator_id":"13","weko_shared_id":-1},"updated":"2023-10-12T01:40:25.810131+00:00"}