{"created":"2022-01-27T02:49:28.123290+00:00","id":2003133,"links":{},"metadata":{"_buckets":{"deposit":"c3b2c7f2-6cba-40f3-a65d-0bd26607cd76"},"_deposit":{"id":"2003133","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2003133"},"status":"published"},"_oai":{"id":"oai:u-ryukyu.repo.nii.ac.jp:02003133","sets":["1642837622505:1642837905044:1642837912269","1642838403551:1642838407312"]},"author_link":[],"item_1617186331708":{"attribute_name":"Title","attribute_value_mlt":[{"subitem_1551255647225":"\u7fc1\u9577\u5730\u5185\u5730\u3059\u3079\u308a\u306e\u5b89\u5b9a\u89e3\u6790\u3068\u6392\u571f\u5de5\u306b\u3064\u3044\u3066(\u8fb2\u696d\u5de5\u5b66\u79d1)","subitem_1551255648112":"ja"},{"subitem_1551255647225":"Stability analysis and remedial excavation for Onaga landslide, Tomigusukuson (Department of Agricultural Engineering)","subitem_1551255648112":"en"}]},"item_1617186419668":{"attribute_name":"Creator","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"\u5b9c\u4fdd, \u6e05\u4e00","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"Gibo, Seiichi","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":"\u6392\u571f\u65b9\u6cd5\u304c\u3059\u3079\u308a\u9762\u5f37\u5ea6\u5b9a\u6570\u3068\u5bc6\u63a5\u306a\u95a2\u4fc2\u306b\u3042\u308a\u306a\u304c\u3089, \u4eee\u5b9a\u306b\u57fa\u3065\u3044\u305f\u5f37\u5ea6\u5b9a\u6570\u3092\u4f7f\u7528\u3059\u308b\u3053\u3068\u306f\u5b89\u5168\u7387\u3092\u4e0d\u78ba\u5b9f\u306a\u3082\u306e\u306b\u3059\u308b\u305f\u3081, \u8a2d\u8a08\u304c\u4e0d\u9bae\u660e\u306b\u306a\u308a, \u9069\u5207\u306a\u5bfe\u7b56\u3092\u884c\u3046\u3053\u3068\u304c\u3067\u304d\u306a\u3044\u3002\u3057\u305f\u304c\u3063\u3066, \u30bb\u30f3\u65ad\u8a66\u9a13\u7d50\u679c\u3092c'-\u03c6'\u56f3\u3068\u95a2\u4fc2\u3065\u3051\u3066\u6c7a\u5b9a\u3057\u305f\u5f37\u5ea6\u5b9a\u6570c^^^-', \u03c6^^^-'\u3092\u6392\u571f\u5de5\u306b\u9069\u7528\u3057\u3066\u5b89\u5168\u7387\u306e\u554f\u984c\u3092\u8ad6\u3058\u308b\u3053\u3068\u306f\u610f\u7fa9\u3042\u308b\u3053\u3068\u3067\u3042\u308b\u3002\u691c\u8a0e\u7d50\u679c\u3092\u7b87\u6761\u66f8\u304d\u306b\u3059\u308b\u3068, \u4ee5\u4e0b\u306e\u3088\u3046\u306b\u306a\u308b\u3002(1)\u7fc1\u9577\u5730\u5185\u306e\u5730\u3059\u3079\u308a\u306b\u304a\u3044\u3066\u306f\u3059\u3079\u308a\u9762\u306e\u5f37\u5ea6\u4f4e\u4e0b\u304c\u8457\u3057\u304f, \u6b8b\u7559\u4fc2\u6570\u306fR=0.966\u3068\u306a\u308b\u3002(2)c'-\u03c6'\u95a2\u4fc2\u5f0f\u3068\u30e2\u30fc\u30eb\u30fb\u30af\u30fc\u30ed\u30f3\u306e\u7834\u58ca\u898f\u6e96\u306b\u6b8b\u7559\u4fc2\u6570\u3092\u5c0e\u5165\u3059\u308b\u3053\u3068\u306b\u3088\u3063\u3066, \u5730\u3059\u3079\u308a\u9762\u306e\u5e73\u5747\u30bb\u30f3\u65ad\u5f37\u5ea6\u5b9a\u6570c^^^-', \u03c6^^^-'\u304c\u4e00\u7fa9\u7684\u306b\u6c7a\u307e\u308b\u3002(3)\u5730\u3059\u3079\u308a\u5bfe\u7b56\u3067\u306f, \u4fe1\u983c\u3067\u304d\u308b\u5f37\u5ea6\u5b9a\u6570\u306b\u57fa\u3065\u3044\u3066\u8a2d\u8a08\u304c\u306a\u3055\u308c\u308b\u3079\u304d\u3067\u3042\u308a, \u7fc1\u9577\u5730\u5185\u5730\u3059\u3079\u308a\u306e\u5834\u5408c^^^-'=0.136kg/cm^2,\u03c6^^^-'=14\u00b027'\u3092\u9069\u7528\u3057\u305f\u7d50\u679c, \u826f\u597d\u3067\u3042\u308b\u3002(4)Benching\u306f, Flattening\u306b\u6bd4\u3079\u3066\u6392\u571f\u52b9\u679c\u304c\u5927\u3067\u3042\u308b\u304c, \u5b9f\u969b\u5730\u3059\u3079\u308a\u306b\u9069\u7528\u3059\u308b\u306b\u969b\u3057\u3066\u306f\u4e8c\u6b21\u3059\u3079\u308a\u306e\u5371\u967a\u6027\u3084\u7d4c\u6e08\u6027\u3082\u8003\u616e\u3057\u305f\u4e21\u8005\u306e\u6709\u5229\u306a\u7d44\u5408\u308f\u305b\u3092Buttress\u7b49\u306e\u62bc\u3048\u5de5\u3068\u4f75\u7528\u3059\u3079\u304d\u3067\u3042\u308b\u3002","subitem_description_type":"Other"},{"subitem_description":"This report deals with the determination of the average shear strength parameters, <c'>^^^- and <\u03c6'>^^^-, mobilized on the slip surface at sliding. In general, it is difficult to explain the occurrence of a landslide with stability analysis based on the result of routine tests on an overconsolidated clay like Shimajiri mudstone, and a problem always arises in selecting the kind of strength parameters to be used. In order to approach the problem, the residual factor, R, is introduced into the c'-\u03c6' relationship obtained by the back analysis and the failure criteria of Mohr-Coulomb, and this makes the determination of the parameters, <c'>^^^- and <\u03c6'>^^^-, possible. This report also considers the remedial excavation (flattening and benching cut) on the landslide and indicates, from the investigation into the relation between the quantity of excavation and satety factor resulting from stability analysis based on the parameters, <c'>^^^- and <\u03c6'>^^^-, that benching of the slope becomes clear to be more available than flattening. Benching work, however, has a close connection with the satety of a slope and a structure located to the upper part of the troubled area. Consequently, a method to effectively combine the both excavations should be used at the present time, together with buttress, counterweight fills and so on.","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\u8fb2\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/20.500.12000/4104"}]},"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":"\u7409\u7403\u5927\u5b66\u8fb2\u5b66\u90e8\u5b66\u8853\u5831\u544a"},{"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":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1980-11-29","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"27","bibliographicPageEnd":"255","bibliographicPageStart":"247"}]},"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":"KJ00000162062.pdf","mimetype":"application/pdf","url":{"objectType":"fulltext","url":"https://u-ryukyu.repo.nii.ac.jp/record/2003133/files/KJ00000162062.pdf"},"version_id":"83e9e9e3-42b0-49c4-8efa-af1ed7229fda"}]},"item_title":"\u7fc1\u9577\u5730\u5185\u5730\u3059\u3079\u308a\u306e\u5b89\u5b9a\u89e3\u6790\u3068\u6392\u571f\u5de5\u306b\u3064\u3044\u3066(\u8fb2\u696d\u5de5\u5b66\u79d1)","item_type_id":"15","owner":"1","path":["1642837912269","1642838407312"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2008-02-14"},"publish_date":"2008-02-14","publish_status":"0","recid":"2003133","relation_version_is_last":true,"title":["\u7fc1\u9577\u5730\u5185\u5730\u3059\u3079\u308a\u306e\u5b89\u5b9a\u89e3\u6790\u3068\u6392\u571f\u5de5\u306b\u3064\u3044\u3066(\u8fb2\u696d\u5de5\u5b66\u79d1)"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-10-31T01:16:07.537146+00:00"}