{"_buckets": {"deposit": "8cb47135-7a60-4783-9ee6-0b7189cd1519"}, "_deposit": {"id": "2002008", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "2002008"}, "status": "published"}, "_oai": {"id": "oai:u-ryukyu.repo.nii.ac.jp:02002008", "sets": ["1642837864543", "1642838406845"]}, "author_link": [], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "\u4e00\u5b9a\u8377\u91cd\u304a\u3088\u3073\u4e0d\u898f\u5247\u8377\u91cd\u306b\u3088\u308b\u4e7e\u71e5\u7802\u306e\u7e70\u308a\u8fd4\u3057\u5358\u7d14\u30bb\u30f3\u65ad\u7279\u6027", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "The Characteristics of Repetitional Simple Shear of Dry Sand undre Given Uniform Load and Non-Uniform Load", "subitem_1551255648112": "en"}]}, "item_1617186419668": {"attribute_name": "Creator", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "\u8a31, \u5149\u745e", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "\u52a0\u85e4, \u9032", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "Kyo, Kozui", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Kato, Susumu", "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_1617186609386": {"attribute_name": "Subject", "attribute_value_mlt": [{"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Dry Sand"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Simple Shear Test"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Repetitional Shearing"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Experimental Study"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Relative density"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Interparticle Friction Angle"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Damping Facter"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Shearing Modulus"}]}, "item_1617186626617": {"attribute_name": "Description", "attribute_value_mlt": [{"subitem_description": "The authors have reported formerly some results of the repetitional simple shear test in the range of large shearing strain \u03b3_a \u003e 1%. It was conducted under some given strains. Herein. some experimental results conducted under given uniform load and non-uniform load are shown.\\nThe experiment was conducted in three kind of relative densities (Loose state:D_r = 60%, Dense state: D_r = 80%). and the air dry TOYOURA uniform sand was used. The shearing test are consist of three cases. such as : 1) Single direction shearing, 2) Repelitional shearing under the uniform load, 3) Repetitional shearing under the non-uniform load. The load are in the range of 50 \uff5e 90 % of the maximum shear stress.\\nThe following results are obtained : 1) The shearing strength after repetitional test was affected by the change of density during test, and also affected by the confining pressures. 2) Internal friction angle \u03c6 is determined by the void ratio e and the interparticle friction angle \u03c6_\u03bc. 3) the relationship between equivalent hysteretic damping h and shearing modulus G are approximately linear. The relationships have respect to the interparticle friction angle of sand.", "subitem_description_type": "Other"}, {"subitem_description": "\u7d00\u8981\u8ad6\u6587", "subitem_description_type": "Other"}]}, "item_1617186643794": {"attribute_name": "Publisher", "attribute_value_mlt": [{"subitem_1522300295150": "ja", "subitem_1522300316516": "\u7409\u7403\u5927\u5b66\u5de5\u5b66\u90e8"}]}, "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/20.500.12000/1986"}]}, "item_1617186920753": {"attribute_name": "Source Identifier", "attribute_value_mlt": [{"subitem_1522646500366": "ISSN", "subitem_1522646572813": "0389-102X"}, {"subitem_1522646500366": "NCID", "subitem_1522646572813": "AN0025048X"}]}, "item_1617186941041": {"attribute_name": "Source Title", "attribute_value_mlt": [{"subitem_1522650068558": "ja", "subitem_1522650091861": "\u7409\u7403\u5927\u5b66\u5de5\u5b66\u90e8\u7d00\u8981"}]}, "item_1617187056579": {"attribute_name": "Bibliographic Information", "attribute_value_mlt": [{"bibliographicIssueNumber": "38", "bibliographicPageEnd": "9", "bibliographicPageStart": "1"}]}, "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", "download_preview_message": "", "file_order": 0, "filename": "No38p1.pdf", "future_date_message": "", "is_thumbnail": false, "mimetype": "", "size": 0, "url": {"objectType": "fulltext", "url": "https://u-ryukyu.repo.nii.ac.jp/record/2002008/files/No38p1.pdf"}, "version_id": "52bdcfee-9721-4413-91e5-4c5c7985328d"}]}, "item_title": "\u4e00\u5b9a\u8377\u91cd\u304a\u3088\u3073\u4e0d\u898f\u5247\u8377\u91cd\u306b\u3088\u308b\u4e7e\u71e5\u7802\u306e\u7e70\u308a\u8fd4\u3057\u5358\u7d14\u30bb\u30f3\u65ad\u7279\u6027", "item_type_id": "15", "owner": "1", "path": ["1642837864543", "1642838406845"], "permalink_uri": "http://hdl.handle.net/20.500.12000/1986", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2007-09-16"}, "publish_date": "2007-09-16", "publish_status": "0", "recid": "2002008", "relation": {}, "relation_version_is_last": true, "title": ["\u4e00\u5b9a\u8377\u91cd\u304a\u3088\u3073\u4e0d\u898f\u5247\u8377\u91cd\u306b\u3088\u308b\u4e7e\u71e5\u7802\u306e\u7e70\u308a\u8fd4\u3057\u5358\u7d14\u30bb\u30f3\u65ad\u7279\u6027"], "weko_shared_id": -1}
一定荷重および不規則荷重による乾燥砂の繰り返し単純セン断特性
http://hdl.handle.net/20.500.12000/1986
http://hdl.handle.net/20.500.12000/1986