{"_buckets": {"deposit": "a21c0587-3785-45d6-b131-300c4953a51f"}, "_deposit": {"id": "5588", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "5588"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00005588", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2009", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "4", "bibliographicPageEnd": "845", "bibliographicPageStart": "834", "bibliographicVolumeNumber": "65", "bibliographic_titles": [{"bibliographic_title": "土木学会論文集Ｃ", "bibliographic_titleLang": "ja"}, {"bibliographic_title": "Journal of Japan Society of Civil Engineers, Series C", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "護岸矢板とその背後地盤の杭基礎の破壊メカニズムを解明することを目的とし，大型土槽を用いた側方流動実験を行った．さらに，二つの大型土槽による側方流動実験を実物と見なして，縮小モデルを作製して遠心振動実験による再現実験を行った．本研究の結果，(1) 大型土槽の側方流動実験で地震終了後にも地盤がゆっくりと流動するという実現象として考えられていることを再現でき，(2) 側方流動による護岸矢板と杭基礎の変形については，地震後よりも地震時の地震動の繰返しにより発生する地盤の永久変形や構造物慣性力の影響が大きいこと，(3) 護岸とその背後地盤の杭基礎に関する側方流動現象の予測を行う場合，遠心振動実験による予測は有力な手法である，ことが分かった．", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "\u0026nbsp;\u0026nbsp;Shake table tests of two large-scale models with liquefiable deposit on lateral spreading are performed to reveal the failure mechanism of sheet-pile quay wall and pile foundation. These tests simulate the lateral spreading behavior of the deposit with slow rate of ground deformation. The test results also indicate that deposit\u0027s residual deformation induced by cyclic motions and structure\u0027s inertial force influence largely the deformations of the pile foundation. In order to reproduce the lateral spreading phenomena observed in the large-scale shake table tests, centrifuge tests of small models are conducted. The centrifuge tests are effective in respect of prediction of the lateral spreading phenomenon.", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "公益社団法人 土木学会", "subitem_publisher_language": "ja"}, {"subitem_publisher": "Japan Society of Civil Engineers", "subitem_publisher_language": "en"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.2208/jscejc.65.834"}}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "佐藤 正義", "creatorNameLang": "ja"}, {"creatorName": "Masayoshi Sato", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "田端 憲太郎", "creatorNameLang": "ja"}, {"creatorName": "Kentaro Tabata", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "阿部 秋男", "creatorNameLang": "ja"}, {"creatorName": "Akio Abe", "creatorNameLang": "en"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_title": "大型土槽による護岸矢板と杭基礎の側方流動実験及び遠心振動実験による再現", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "大型土槽による護岸矢板と杭基礎の側方流動実験及び遠心振動実験による再現", "subitem_title_language": "ja"}, {"subitem_title": "LARGE-SCALE SHAKE TABLE TESTS ON LATERAL SPREADING OF SHEETPILE QUAY WALL AND ITS CENTRIFUGE SIMULATIONS", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/5588", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "5588", "relation": {}, "relation_version_is_last": true, "title": ["大型土槽による護岸矢板と杭基礎の側方流動実験及び遠心振動実験による再現"], "weko_shared_id": -1}