{"created":"2023-06-19T11:38:06.634350+00:00","id":5682,"links":{},"metadata":{"_buckets":{"deposit":"0b194cd6-4827-441e-95bd-119a9cc53c12"},"_deposit":{"created_by":13,"id":"5682","owners":[13],"pid":{"revision_id":0,"type":"depid","value":"5682"},"status":"published"},"_oai":{"id":"oai:mie-u.repo.nii.ac.jp:00005682","sets":["420:421:443:444"]},"author_link":["12297"],"item_4_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1988-12-20","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"71","bibliographicPageStart":"63","bibliographicVolumeNumber":"1","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":"In consolidation tests on compacted soils as embankment materials, the curve representing the time versus settlement relationship has a characteristic shape, due partly to the great amount of immediate settlement. On the basis of this phenomenon, the author derived a consolidation equation for unsaturation using a stress-strain relation employing a viscoelastic (Voigt's) model. In order to approximate experimental values to the equation for  the degree of consolidation, the author developed a method for determining several parameters of consolidation, which govern the behavior of compacted soils consolidation. \n It was concluded that the application of this method gave satisfactory agreement for the time versus consolidation settlement relationships in case of both sudden settlement just after consolidation loading and without such immediate settlement. \n For the application of this method, the computed parameters indicated are Young's modulus, the coefficient of viscosity, the compressibility of the pore fluid, the unsaturated permeability and so on, for an example consolidation of pressure p=<special>6.4kgf/cm2</special>.It is noteworthy that the values obtained here are appropriate.","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":"One dimensional consolidation equation of soils for the embankment material."}]},"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":"AN100738460000106.pdf","filesize":[{"value":"426.3 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"AN100738460000106.pdf","url":"https://mie-u.repo.nii.ac.jp/record/5682/files/AN100738460000106.pdf"},"version_id":"12080225-af34-4b9d-8e16-935586f865c8"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"consolidation","subitem_subject_scheme":"Other"},{"subitem_subject":"consolidation test","subitem_subject_scheme":"Other"},{"subitem_subject":"compaction","subitem_subject_scheme":"Other"},{"subitem_subject":"settlement","subitem_subject_scheme":"Other"},{"subitem_subject":"viscoelasticity","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":"盛土材としての土の１次元圧密方程式について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"盛土材としての土の１次元圧密方程式について","subitem_title_language":"ja"}]},"item_type_id":"4","owner":"13","path":["444"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-03-23"},"publish_date":"2007-03-23","publish_status":"0","recid":"5682","relation_version_is_last":true,"title":["盛土材としての土の１次元圧密方程式について"],"weko_creator_id":"13","weko_shared_id":-1},"updated":"2023-10-12T01:26:00.066152+00:00"}