{"created":"2021-03-01T06:14:10.761243+00:00","id":11287,"links":{},"metadata":{"_buckets":{"deposit":"2ededde2-0813-45b9-8ed4-edeaabdf48f2"},"_deposit":{"id":"11287","owners":[],"pid":{"revision_id":0,"type":"depid","value":"11287"},"status":"published"},"_oai":{"id":"oai:soar-ir.repo.nii.ac.jp:00011287","sets":["1016:1018:1103:1131"]},"author_link":["35204","35205"],"control_number":"11287","item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1973-11","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"110","bibliographicPageStart":"101","bibliographicVolumeNumber":"10","bibliographic_titles":[{"bibliographic_title":"信州大学農学部演習林報告"}]}]},"item_10_description_20":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Granite soil is generally called Masa-tsuchi. Masa-tsuchi is formed by the in-situ decomposed granite. Engineering properties of the soil depend on the degree of weathering and geological properties. The purpose of this report are to find the relation between the degree of weathering and the strength of the soil. And following experiments were performed; (1) the penetration test on the soil slope, (2) the physical test as follows: wet density, natural moiature content, specific gravity, grading and clay mineral.","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":"信州大学農学部演習林報告 10: 101-110(1973)","subitem_description_type":"Other"}]},"item_10_publisher_4":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"信州大学農学部附属演習林"}]},"item_10_source_id_35":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0559-8613","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":"AN00121330","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":[{}]},{"creatorNames":[{"creatorName":"田辺,  芳宏"}],"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":"Agri_Forests-10-05.pdf","filesize":[{"value":"469.5 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"Agri_Forests-10-05.pdf","url":"https://soar-ir.repo.nii.ac.jp/record/11287/files/Agri_Forests-10-05.pdf"},"version_id":"d6679d41-b26d-4002-9c79-ab7a583236f7"}]},"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":"マサ土斜面における貫入試験と物理的性質について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"マサ土斜面における貫入試験と物理的性質について","subitem_title_language":"ja"},{"subitem_title":"On the Penetration Test of Granite Soil Slope and it's Physical Properties","subitem_title_language":"en"}]},"item_type_id":"10","owner":"1","path":["1131"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-03-07"},"publish_date":"2012-03-07","publish_status":"0","recid":"11287","relation_version_is_last":true,"title":["マサ土斜面における貫入試験と物理的性質について"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-12-14T03:59:18.903683+00:00"}