{"_buckets": {"deposit": "9c2d0556-e82f-4adf-8c27-4eb462bf8d1c"}, "_deposit": {"created_by": 7, "id": "7148", "owners": [7], "pid": {"revision_id": 0, "type": "depid", "value": "7148"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00007148", "sets": ["1749778844647"]}, "author_link": ["1632"], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "水平地盤中の杭基礎の実験（乾燥地盤）", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Experiment of Pile Foundation in Non-liquefied Horizontal Ground", "subitem_1551255648112": "en"}]}, "item_1617186419668": {"attribute_name": "作成者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "防災科学技術研究所", "creatorNameLang": "ja"}, {"creatorName": "ボウサイカガクギジュツケンキュウショ", "creatorNameLang": "ja-Kana"}, {"creatorName": "National Research Institute for Earth Science and Disaster Resilience", "creatorNameLang": "en"}], "familyNames": [{"familyName": "防災科学技術研究所", "familyNameLang": "ja"}, {"familyName": "ボウサイカガクギジュツケンキュウショ", "familyNameLang": "ja-Kana"}, {"familyName": "National Research Institute for Earth Science and Disaster Resilience", "familyNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "1632", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "DA04781797", "nameIdentifierScheme": "CiNii", "nameIdentifierURI": "https://ci.nii.ac.jp/author/DA04781797"}]}]}, "item_1617186626617": {"attribute_name": "内容記述", "attribute_value_mlt": [{"subitem_description": "建物の耐震性は、建物だけではなく、建物を支える基礎とその周辺の地盤にも影響されますが、建物と基礎、地盤の相互作用については、未解明なことが数多く残されています。文部科学省『大都市大震災軽減化特別プロジェクト』の一環として、地震動による地盤の挙動や地盤と構造物の相互作用を調べることを目的とした、実大規模の試験体を用いたＥ－ディフェンス大型震動実験を実施しました。直径8 m、高さ6.5 mの円筒形せん断土槽の中に、乾燥地盤と杭、上部構造で構成される試験体を作製して、兵庫県南部地震の観測波を入力しました。その結果、杭基礎が地震動により大きく破壊現象を再現することができ、破壊に至る過程の詳細なデータを集録することができました。", "subitem_description_language": "ja", "subitem_description_type": "Abstract"}, {"subitem_description": "The seismic performance of buildings is determined not only by the building itself, but also by the foundation that supports it and the surrounding ground, but there are still many unknowns about the interaction between the building, foundation and ground. As part of the Ministry of Education, Culture, Sports, Science and Technology\u0027s “Special Project to Mitigate the Effects of Major Earthquakes in Urban Areas”, a large-scale E-Defense earthquake experiment was conducted using a full-scale test model to investigate the behavior of the ground during an earthquake and the interaction between the ground and structures. A test specimen consisting of dry sand, piles and superstructure was created in a cylindrical laminar container with a diameter of 8 m and a height of 6.5 m, and the observed ground motion of the Hyogo-ken Nanbu Earthquake was input. As a result, it was possible to reproduce the extensive failure of the pile foundation due to the seismic motion, and detailed data on the process leading up to the failure was recorded.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}, {"subitem_description": "データ取得：2006年　", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Data acquisition period : 2006", "subitem_description_language": "en", "subitem_description_type": "Other"}, {"subitem_description": "お問い合わせ：asebi@bosai.go.jp　", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "inquiry： asebi@bosai.go.jp", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_1617186643794": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_1522300295150": "ja", "subitem_1522300316516": "防災科学技術研究所"}, {"subitem_1522300295150": "en", "subitem_1522300316516": "National Research Institute for Earth Science and Disaster Resilience"}]}, "item_1617186660861": {"attribute_name": "Date", "attribute_value_mlt": [{"subitem_1522300695726": "Issued", "subitem_1522300722591": "2025-04-16"}]}, "item_1617186783814": {"attribute_name": "識別子", "attribute_value_mlt": [{"subitem_identifier_type": "DOI", "subitem_identifier_uri": "10.17598/NIED.0020-E200507"}]}, "item_1617258105262": {"attribute_name": "Resource Type", "attribute_value_mlt": [{"resourcetype": "dataset", "resourceuri": "http://purl.org/coar/resource_type/c_ddb1"}]}, "item_1617353299429": {"attribute_name": "関連情報", "attribute_value_mlt": [{"subitem_1522306207484": "isIdenticalTo", "subitem_1522306287251": {"subitem_1522306382014": "URI", "subitem_1522306436033": "https://asebi.bosai.go.jp/"}, "subitem_1523320863692": [{"subitem_1523320867455": "en", "subitem_1523320909613": "LOGIN Page for Registered Users"}]}]}, "item_title": "水平地盤中の杭基礎の実験（乾燥地盤）", "item_type_id": "40006", "owner": "7", "path": ["1749778844647"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/7148", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2025-06-19"}, "publish_date": "2025-06-19", "publish_status": "0", "recid": "7148", "relation": {}, "relation_version_is_last": true, "title": ["水平地盤中の杭基礎の実験（乾燥地盤）"], "weko_shared_id": -1}