{"_buckets": {"deposit": "82bf4d09-6584-400f-9caf-bf9ec378910e"}, "_deposit": {"id": "2002659", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "2002659"}, "status": "published"}, "_oai": {"id": "oai:u-ryukyu.repo.nii.ac.jp:02002659", "sets": ["1642837922297", "1642838407312"]}, "author_link": [], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "\u30ab\u30f3\u30b8\u30f3\u5730\u4e0b\u30c0\u30e0\u306e\u9023\u7d9a\u58c1\u4f53\u306e\u5de5\u5b66\u7684\u6027\u72b6", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Engineering properties of continuous underground wall of Kanjin underground dam", "subitem_1551255648112": "en"}]}, "item_1617186419668": {"attribute_name": "Creator", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "\u5bae\u57ce, \u8abf\u52dd", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "\u5c0f\u5bae, \u5eb7\u660e", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "\u795e\u8c37, \u5609\u660e", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "Miyagi, Norikatsu", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Komiya, Yasuaki", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Kamiya, Yoshiaki", "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": "\u5730\u4e0b\u30c0\u30e0"}, {"subitem_1522299896455": "ja", "subitem_1522300014469": "Other", "subitem_1523261968819": "\u9023\u7d9a\u58c1\u4f53"}, {"subitem_1522299896455": "ja", "subitem_1522300014469": "Other", "subitem_1523261968819": "\u539f\u4f4d\u7f6e\u571f\u652a\u62cc\u5de5\u6cd5"}, {"subitem_1522299896455": "ja", "subitem_1522300014469": "Other", "subitem_1523261968819": "\u30bd\u30a4\u30eb\u30bb\u30e1\u30f3\u30c8"}, {"subitem_1522299896455": "ja", "subitem_1522300014469": "Other", "subitem_1523261968819": "\u906e\u6c34\u6027"}, {"subitem_1522299896455": "ja", "subitem_1522300014469": "Other", "subitem_1523261968819": "\u5727\u7e2e\u5f37\u5ea6"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Underground dam"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Continuous underground wall"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Soil mixing wall method"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Soil cement"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Water interception"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Compressive strength"}]}, "item_1617186626617": {"attribute_name": "Description", "attribute_value_mlt": [{"subitem_description": "\u4e45\u7c73\u5cf6\u3067\u5efa\u8a2d\u4e2d\u306e\u30ab\u30f3\u30b8\u30f3\u5730\u4e0b\u30c0\u30e0\u306e\u9023\u58c1\u304b\u3089\u63a1\u53d6\u3057\u305f\u30dc\u30fc\u30ea\u30f3\u30b0\u30b3\u30a2\u306b\u3064\u3044\u3066,\u6e7f\u6f64\u5bc6\u5ea6,\u4e7e\u71e5\u5bc6\u5ea6,\u542b\u6c34\u6bd4,\u900f\u6c34\u4fc2\u6570,\u5727\u7e2e\u5f37\u5ea6\u306a\u3069\u3092\u6e2c\u5b9a\u3057,\u9023\u58c1\u306e\u5de5\u5b66\u7684\u6027\u72b6\u306b\u3064\u3044\u3066\u8abf\u3079\u305f\u3002\u900f\u6c34\u4fc2\u6570\u3068\u5727\u7e2e\u5f37\u5ea6\u306f\u65bd\u884c\u7ba1\u7406\u57fa\u6e96\u3092\u304a\u304a\u3080\u306d\u6e80\u8db3\u3059\u308b\u3082\u306e\u3067\u3042\u3063\u305f\u3002\u3057\u304b\u3057\u306a\u304c\u3089,\u9023\u58c1\u306e\u6027\u72b6\u306f\u4e0d\u5747\u8cea\u3067\u3042\u308a,\u6df1\u3055\u65b9\u5411\u306b\u5927\u304d\u304f\u5909\u52d5\u3057\u3066\u3044\u308b\u3053\u3068\u304c\u660e\u3089\u304b\u306b\u306a\u3063\u305f\u3002\u3053\u306e\u4e3b\u306a\u539f\u56e0\u306f\u539f\u4f4d\u7f6e\u571f\u652a\u62cc\u5de5\u6cd5\u306b\u3088\u308b\u30bd\u30a4\u30eb\u30bb\u30e1\u30f3\u30c8\u306e\u65bd\u5de5\u4e2d\u306b\u751f\u3058\u308b\u6750\u6599\u5206\u96e2\u3084\u5730\u4e0b\u6c34\u306e\u6df7\u5165\u3067\u3042\u308b\u3053\u3068\u304c\u63a8\u5bdf\u3055\u308c\u305f\u3002\u5747\u8cea\u306a\u9023\u58c1\u3092\u65bd\u884c\u3059\u308b\u305f\u3081\u306b\u306f,\u3044\u308d\u3044\u308d\u306a\u6761\u4ef6\u3092\u6e80\u305f\u3059\u5fc5\u8981\u304c\u3042\u308b\u304c,\u307e\u305a,\u6750\u6599\u5206\u96e2\u3092\u8d77\u3055\u306a\u3044\u914d\u5408\u3068\u3057\u306a\u3051\u308c\u3070\u306a\u3089\u3044\u3002\u5b9f\u9a13\u306b\u3088\u308c\u3070,\u6750\u6599\u5206\u96e2\u3092\u304a\u3053\u3055\u306a\u3044\u305f\u3081\u306eW/C\u306e\u5024\u306f60\u7a0b\u5ea6\u3067\u3042\u308b\u3002\u3057\u304b\u3057,\u3053\u306eW/C\u306e\u5024\u306f\u65bd\u884c\u6a5f\u68b0\u306b\u3088\u3063\u3066\u304b\u306a\u308a\u53b3\u3057\u3044\u6761\u4ef6\u3067\u3042\u308a,\u4eee\u306b\u3053\u306e\u6761\u4ef6\u3067\u65bd\u884c\u304c\u53ef\u80fd\u3068\u3057\u3066\u3082,\u524a\u5b54\u4e2d\u306e\u5730\u4e0b\u6c34\u306e\u51fa\u5165\u308a\u3092\u5236\u5fa1\u3059\u308b\u3053\u3068\u306f\u56f0\u96e3\u3067\u3042\u308b\u3002\u3057\u305f\u304c\u3063\u3066,\u73fe\u884c\u306e\u539f\u4f4d\u7f6e\u571f\u652a\u62cc\u5de5\u6cd5\u306b\u3088\u3063\u3066\u5747\u8cea\u306a\u9023\u58c1\u3092\u65bd\u884c\u3059\u308b\u306e\u306f\u4e0d\u53ef\u80fd\u3067\u3042\u308b\u3002\u307e\u305f,\u3053\u3053\u3067\u306f\u8ad6\u3058\u3066\u3044\u306a\u3044\u304c,\u3053\u306e\u5de5\u6cd5\u306b\u306f\u5e7e\u3064\u304b\u306e\u554f\u984c\u70b9\u3082\u3042\u3052\u3089\u308c\u308b\u3002\u3053\u308c\u306b\u3064\u3044\u3066\u306f\u5225\u306e\u6a5f\u4f1a\u306b\u5831\u544a\u3057\u305f\u3044\u3002", "subitem_description_type": "Other"}, {"subitem_description": "The continuous underground wall of Kanjin underground dam is carrying out the construction by using SMW method (soil mixing wall method) in Kumejima Island. On many boring core samples collected from the continuous underground wall, wet density, dry density, water content, permeability and compressive strength were measured, and it was clarified on the engineering properties. As the result, the high value was almost shown from each construction management value in both of compressive strength and permeability. However, the property of the continuous underground wall was very heterogeneous, and greatly fluctuating in the depth direction. It was guessed that this causes were material separation and contamination of the groundwater which mainly occurs under construction of soil cement by SMW method.", "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/20.500.12000/3626"}]}, "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": [{"bibliographicIssueNumber": "49", "bibliographicPageEnd": "157", "bibliographicPageStart": "151"}]}, "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": "KJ00000162640.pdf", "future_date_message": "", "is_thumbnail": false, "mimetype": "", "size": 0, "url": {"objectType": "fulltext", "url": "https://u-ryukyu.repo.nii.ac.jp/record/2002659/files/KJ00000162640.pdf"}, "version_id": "034f8fe7-2b6e-4052-ac5f-6bd1f3f124dc"}]}, "item_title": "\u30ab\u30f3\u30b8\u30f3\u5730\u4e0b\u30c0\u30e0\u306e\u9023\u7d9a\u58c1\u4f53\u306e\u5de5\u5b66\u7684\u6027\u72b6", "item_type_id": "15", "owner": "1", "path": ["1642837922297", "1642838407312"], "permalink_uri": "http://hdl.handle.net/20.500.12000/3626", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2008-02-14"}, "publish_date": "2008-02-14", "publish_status": "0", "recid": "2002659", "relation": {}, "relation_version_is_last": true, "title": ["\u30ab\u30f3\u30b8\u30f3\u5730\u4e0b\u30c0\u30e0\u306e\u9023\u7d9a\u58c1\u4f53\u306e\u5de5\u5b66\u7684\u6027\u72b6"], "weko_shared_id": -1}
http://hdl.handle.net/20.500.12000/3626
http://hdl.handle.net/20.500.12000/3626