{"created":"2022-01-28T04:21:08.200052+00:00","id":2007392,"links":{},"metadata":{"_buckets":{"deposit":"9772706f-15ff-4c37-adec-5912d99ccde3"},"_deposit":{"id":"2007392","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2007392"},"status":"published"},"_oai":{"id":"oai:u-ryukyu.repo.nii.ac.jp:02007392","sets":["1642837622505:1642837722116:1642837725634","1642838403551:1642838406845"]},"author_link":[],"item_1617186331708":{"attribute_name":"Title","attribute_value_mlt":[{"subitem_1551255647225":"土の締固めに関する研究(第１報)","subitem_1551255648112":"ja"},{"subitem_1551255647225":"Experimental Studies on Soil Compaction","subitem_1551255648112":"en"}]},"item_1617186419668":{"attribute_name":"Creator","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"上原, 方成","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"Uehara, Hosei","creatorNameLang":"en"}]}]},"item_1617186476635":{"attribute_name":"Access Rights","attribute_value_mlt":[{"subitem_1522299639480":"open access","subitem_1600958577026":"http://purl.org/coar/access_right/c_abf2"}]},"item_1617186626617":{"attribute_name":"Description","attribute_value_mlt":[{"subitem_description":"The results of experimental studies on the compaction of local soils are reported in this paper. Three types of compacting apparatus; Dynamic (Proctor or JIS type), Kneading (Harvard min. type) and Static (compressive loading type) ones，are used to investigate their differences of compacting effects on the four soils which are the representative soils on Okimawa island. Three or four different shapes of compaction curve; typical 1-peak type, 2-peak type, 1-1/2peak type and 1/2-1peak type, are resulted from each apparatus. JIS type or Kneading type has three shappes and Static type has four shapes of curve for those four soils. Also, there are two ～ three different types of the compaction curve in each soil by means of those three compacting apparatus. Factors influencing on the test results are widely known and in this study, especial1y, the size distribution, mineral composition and compacting apparatus are correlated to the compaction effects. Further, laboratory cone penetration tests are performed into the compacted soils by JIS type apparatus to investigate the engineering chalacteristics or the structures of those improved soils.","subitem_description_type":"Other"},{"subitem_description":"紀要論文","subitem_description_type":"Other"}]},"item_1617186643794":{"attribute_name":"Publisher","attribute_value_mlt":[{"subitem_1522300295150":"ja","subitem_1522300316516":"琉球大学理工学部"},{"subitem_1522300295150":"en","subitem_1522300316516":"Science and Engineering Division, University of the Ryukyus"}]},"item_1617186702042":{"attribute_name":"Language","attribute_value_mlt":[{"subitem_1551255818386":"jpn"}]},"item_1617186783814":{"attribute_name":"Identifier","attribute_value_mlt":[{"subitem_identifier_type":"HDL","subitem_identifier_uri":"http://hdl.handle.net/20.500.12000/26274"}]},"item_1617186920753":{"attribute_name":"Source Identifier","attribute_value_mlt":[{"subitem_1522646500366":"ISSN","subitem_1522646572813":"0387-429X"},{"subitem_1522646500366":"NCID","subitem_1522646572813":"AN00250785"}]},"item_1617186941041":{"attribute_name":"Source Title","attribute_value_mlt":[{"subitem_1522650068558":"ja","subitem_1522650091861":"琉球大学理工学部紀要. 工学篇"},{"subitem_1522650068558":"en","subitem_1522650091861":"Bulletin of Science & Engineering Division, University of the Ryukyus. Engineering"}]},"item_1617187056579":{"attribute_name":"Bibliographic Information","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1975-01-30","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"8","bibliographicPageEnd":"64","bibliographicPageStart":"47"}]},"item_1617258105262":{"attribute_name":"Resource Type","attribute_value_mlt":[{"resourcetype":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_1617265215918":{"attribute_name":"Version Type","attribute_value_mlt":[{"subitem_1522305645492":"VoR","subitem_1600292170262":"http://purl.org/coar/version/c_970fb48d4fbd8a85"}]},"item_1617605131499":{"attribute_name":"File","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_access","filename":"NO8P047.pdf","mimetype":"application/pdf","url":{"objectType":"fulltext","url":"https://u-ryukyu.repo.nii.ac.jp/record/2007392/files/NO8P047.pdf"},"version_id":"2a190a0d-a311-467b-8a14-969345f5eaf9"}]},"item_title":"土の締固めに関する研究(第１報)","item_type_id":"15","owner":"1","path":["1642837725634","1642838406845"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2013-06-07"},"publish_date":"2013-06-07","publish_status":"0","recid":"2007392","relation_version_is_last":true,"title":["土の締固めに関する研究(第１報)"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-10-31T03:20:08.309094+00:00"}