{"created":"2022-01-27T02:34:07.313670+00:00","id":2002636,"links":{},"metadata":{"_buckets":{"deposit":"88554252-b9c5-43e7-850f-97e6308ce5ae"},"_deposit":{"id":"2002636","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2002636"},"status":"published"},"_oai":{"id":"oai:u-ryukyu.repo.nii.ac.jp:02002636","sets":["1642837622505:1642837905044:1642837922702","1642838403551:1642838407312"]},"author_link":[],"item_1617186331708":{"attribute_name":"Title","attribute_value_mlt":[{"subitem_1551255647225":"一面せん断試験による砂のせん断強度の一決定法","subitem_1551255648112":"ja"},{"subitem_1551255647225":"A determination of shear strength for sand by direct shear box test","subitem_1551255648112":"en"}]},"item_1617186419668":{"attribute_name":"Creator","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"新城, 俊也","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"宮城, 調勝","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"小宮, 康明","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"永吉, 功治","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"Shinjo, Toshiya","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Miyagi, Norikatsu","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Komiya, Yasuaki","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Nagayoshi, Koji","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":"ja","subitem_1522300014469":"Other","subitem_1523261968819":"一面せん断試験"},{"subitem_1522299896455":"ja","subitem_1522300014469":"Other","subitem_1523261968819":"周面摩擦"},{"subitem_1522299896455":"ja","subitem_1522300014469":"Other","subitem_1523261968819":"せん断強度"},{"subitem_1522299896455":"ja","subitem_1522300014469":"Other","subitem_1523261968819":"砂"},{"subitem_1522299896455":"en","subitem_1522300014469":"Other","subitem_1523261968819":"Direct shear test"},{"subitem_1522299896455":"en","subitem_1522300014469":"Other","subitem_1523261968819":"Skin friction"},{"subitem_1522299896455":"en","subitem_1522300014469":"Other","subitem_1523261968819":"Shear strength"},{"subitem_1522299896455":"en","subitem_1522300014469":"Other","subitem_1523261968819":"Sand"}]},"item_1617186626617":{"attribute_name":"Description","attribute_value_mlt":[{"subitem_description":"一面せん断試験の供試体とせん断箱内壁の周面摩擦の影響を調べために,せん断面上の垂直応力が測定できるように改良した一面せん断試験装置を用いて砂について定圧試験および定体積試験を実施した。また,改良前の在来型試験結果との比較により,せん断強度に及ぼす周面摩擦力の影響について調べた。さらに,定圧試験による内部摩擦角と三軸圧縮試験による結果と比較して一面せん断試験結果の評価を行った。得られた主な結果を以下に示す。1)せん断箱内壁と供試体との周面摩擦力は,圧密過程およびせん断過程において体積変化に伴って発生し,せん断面上の垂直応力に反映されている。2)周面摩擦力は,垂直応力に直接関与することから,せん断強度の決定にはせん断面上の垂直応力を用いる必要がある。3)定体積試験ではせん断面上の垂直応力で整理した破壊線は定圧試験による破壊線とほぼ一致する。4)定圧試験によって得られた強度定数は,三軸圧縮試験による結果とほぼ同程度である。","subitem_description_type":"Other"},{"subitem_description":"It is known that a skin friction between specimen and shear box wall in a conventional direct shear box apparatus affects the normal stress on the shear surface. To eliminate the effect of the skin friction on normal stress on shear surface, the conventional Mikasa's direct shear apparatus is improved to be able to measure the normal stress on shear surface. In this paper, to investigate the effect of the skin friction on the shear strength, constant pressure tests and constant volume tests are carried out on sands using the improved direct shear apparatus. Test results show that the skin friction between specimen and shear box wall influences the shear strength obtained from a conventional direct shear apparatus. It is necessary to determine the shear strength with normal stress on shear surface in both a constant pressure test and a constant volume test. The shear strength obtained from constant pressure test using the improved direct shear apparatus is consistent to those of the triaxial compression test.","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":"琉球大学農学部"}]},"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/20.500.12000/3603"}]},"item_1617186920753":{"attribute_name":"Source Identifier","attribute_value_mlt":[{"subitem_1522646500366":"ISSN","subitem_1522646572813":"0370-4246"},{"subitem_1522646500366":"NCID","subitem_1522646572813":"AN00250548"}]},"item_1617186941041":{"attribute_name":"Source Title","attribute_value_mlt":[{"subitem_1522650068558":"ja","subitem_1522650091861":"琉球大学農学部学術報告"},{"subitem_1522650068558":"en","subitem_1522650091861":"The Science Bulletin of the Faculty of Agriculture. University of the Ryukyus"}]},"item_1617187056579":{"attribute_name":"Bibliographic Information","attribute_value_mlt":[{"bibliographicIssueNumber":"50","bibliographicPageEnd":"124","bibliographicPageStart":"117"}]},"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":"KJ00004258141.pdf","mimetype":"application/pdf","url":{"objectType":"fulltext","url":"https://u-ryukyu.repo.nii.ac.jp/record/2002636/files/KJ00004258141.pdf"},"version_id":"eb3626ac-1cfb-482a-818d-50d52276d390"}]},"item_title":"一面せん断試験による砂のせん断強度の一決定法","item_type_id":"15","owner":"1","path":["1642837922702","1642838407312"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2008-02-14"},"publish_date":"2008-02-14","publish_status":"0","recid":"2002636","relation_version_is_last":true,"title":["一面せん断試験による砂のせん断強度の一決定法"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-02-14T21:38:22.300347+00:00"}