{"created":"2023-06-20T15:05:38.154547+00:00","id":34953,"links":{},"metadata":{"_buckets":{"deposit":"07766d07-9723-4832-aa9d-4f098530c9fb"},"_deposit":{"created_by":1,"id":"34953","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"34953"},"status":"published"},"_oai":{"id":"oai:jaxa.repo.nii.ac.jp:00034953","sets":["1887:1890","1896:1898:1899:1908"]},"author_link":["420759","420758"],"item_9_alternative_title_2":{"attribute_name":"その他のタイトル（英）","attribute_value_mlt":[{"subitem_alternative_title":"On the Compaction Test of Soil, 2nd Report"}]},"item_9_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1951-03-10","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"5/6","bibliographicPageEnd":"150","bibliographicPageStart":"143","bibliographicVolumeNumber":"4","bibliographic_titles":[{"bibliographic_title":"東京大學理工學研究所報告"}]}]},"item_9_description_17":{"attribute_name":"抄録（英）","attribute_value_mlt":[{"subitem_description":"Compaction tests of loamy soil by the dynamical method, the measurements of electric conductivity, unconfined compression tests and the measurements of shrinkage were performed simultaneously. Though we get the disturbed soil by crushing, we can expect that the essential element of the undisturbed soil which we wish to call as \"undisturbed element\" may remain in the sample. The amount of the undisturbed element will be lost by drying and it may have influence upon the results of various experiences perform ed. When we compact the air-dried soil with definite compactive effort, it is recognized that the properties of the compacted soil are classified roughly into two parts. When the soil is dried up than 100% moisture content it behaves as sandy, while the soil of more wet as clayey. In clayey zone, the measured properties of the compacted soil are considered to be reversible with respect to the wetting and drying, while in sandy zone irreversible.","subitem_description_type":"Other"}]},"item_9_description_32":{"attribute_name":"資料番号","attribute_value_mlt":[{"subitem_description":"資料番号: SA3417651000","subitem_description_type":"Other"}]},"item_9_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"東京大学理工学研究所"}]},"item_9_source_id_21":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0371-6090","subitem_source_identifier_type":"ISSN"}]},"item_9_source_id_24":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00162611","subitem_source_identifier_type":"NCID"}]},"item_9_text_6":{"attribute_name":"著者所属","attribute_value_mlt":[{"subitem_text_value":"東京大学理工学研究所"}]},"item_9_text_7":{"attribute_name":"著者所属（英）","attribute_value_mlt":[{"subitem_text_language":"en","subitem_text_value":"THE INSTITUTE OF SCIENCE AND TECHNOLOGY, UNIVERSITY OF TOKYO"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"久野, 悟郎"}],"nameIdentifiers":[{"nameIdentifier":"420758","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Kuno, Goro","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"420759","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":"2020-01-24"}],"displaytype":"detail","filename":"SA3417651.pdf","filesize":[{"value":"778.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"SA3417651.pdf","url":"https://jaxa.repo.nii.ac.jp/record/34953/files/SA3417651.pdf"},"version_id":"7107592c-a7dd-4192-9c99-73c456db47ed"}]},"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":"土の突固め試驗について(II)","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"土の突固め試驗について(II)"}]},"item_type_id":"9","owner":"1","path":["1890","1908"],"pubdate":{"attribute_name":"公開日","attribute_value":"2015-03-26"},"publish_date":"2015-03-26","publish_status":"0","recid":"34953","relation_version_is_last":true,"title":["土の突固め試驗について(II)"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-06-20T23:30:24.949681+00:00"}