{"created":"2021-03-01T06:13:43.744495+00:00","id":10843,"links":{},"metadata":{"_buckets":{"deposit":"8f1bd256-5789-4d8d-b909-c3f5e75dcb16"},"_deposit":{"id":"10843","owners":[],"pid":{"revision_id":0,"type":"depid","value":"10843"},"status":"published"},"_oai":{"id":"oai:soar-ir.repo.nii.ac.jp:00010843","sets":["1016:1018:1019:1061"]},"author_link":["34070"],"item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1973-06-25","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"74","bibliographicPageStart":"63","bibliographicVolumeNumber":"10","bibliographic_titles":[{"bibliographic_title":"信州大学農学部紀要"}]}]},"item_10_description_20":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Following experiments on decomposed granite soil that the parent rock is Takato granite of Ryoke zone were performed (1) Compactin test (2) Permeability test. The results are as follows. (1) Compactin curve varied with the change of the initial moisture content. When the initial moisture content decrease, the maximum dry density ncreases and the optimum moisture content is held constant. (2) Compaction curve veried with the curing. (3) On the relation between the compaction moisture content and particle breakage, the maximum perticle breakaged moisture content locates about 5% and the minimum perticule breakaged moisture content locates about 15%. (4) The increase of compaction density is produced by two factors which are perticle breakage and moisture content. And we clarified the mechanism of compaction which include these factors.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_10_description_30":{"attribute_name":"資源タイプ（コンテンツの種類）","attribute_value_mlt":[{"subitem_description":"Article","subitem_description_type":"Other"}]},"item_10_description_5":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"信州大学農学部紀要 10(1): 63-74(1973)","subitem_description_type":"Other"}]},"item_10_publisher_4":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"信州大学農学部"}]},"item_10_source_id_35":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0583-0621","subitem_source_identifier_type":"ISSN"}]},"item_10_source_id_40":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00121352","subitem_source_identifier_type":"NCID"}]},"item_1627890569677":{"attribute_name":"出版タイプ","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":"木村,  和弘"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2015-09-25"}],"displaytype":"detail","filename":"Agriculture10-01-05.pdf","filesize":[{"value":"503.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"Agriculture10-01-05.pdf","url":"https://soar-ir.repo.nii.ac.jp/record/10843/files/Agriculture10-01-05.pdf"},"version_id":"6d9e71ca-a867-43a3-8308-2a0b2a05be9d"}]},"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":"マサ土の締固め特性について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"マサ土の締固め特性について","subitem_title_language":"ja"},{"subitem_title":"On the Properties of Compaction on Decomposed Granite Soil","subitem_title_language":"en"}]},"item_type_id":"10","owner":"1","path":["1061"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2009-03-03"},"publish_date":"2009-03-03","publish_status":"0","recid":"10843","relation_version_is_last":true,"title":["マサ土の締固め特性について"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-01-04T04:07:56.741276+00:00"}