{"_buckets": {"deposit": "90764b85-47e4-469e-9c9d-d9f11444863b"}, "_deposit": {"id": "5124", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "5124"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00005124", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2014"}, "bibliographicPageEnd": "40", "bibliographicPageStart": "31", "bibliographic_titles": [{"bibliographic_title": "Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 8th Int. Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, TC204 ISSMGE - IS-SEOUL 2014", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "To obtain useful knowledge on detailed behaviors of underground structures and soil-structure interaction, shaking table testing method with large structure models is one of the most powerful options. The advantages of large-scale shaking table tests are; 1) large-scale models can minimize scale effects on soil and structure behavior, 2) image analysis technology that has developed in the recent times is applicable because significant displacement or deformation are generated in large structure models, and 3) a large number of various sensors can be placed where localized phenomenon are expected. In this paper, one of the world largest shaking tables, E-Defense, National Research Institute for Earth Science and Disaster Prevention, Japan, is introduced. In addition, the latest test series on interaction between soil and underground shaft and tunnels is described as an example of E-Defense tests. © 2014 Korean Geotechnical Society.", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.1201/b17240-7"}}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "I. Towhata", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Y. Kawamata", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "M. Nakayama", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "S. Yasuda", "creatorNameLang": "en"}]}]}, "item_title": "E-Defense shaking test on large model of underground shaft and tunnels", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "E-Defense shaking test on large model of underground shaft and tunnels", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/5124", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "5124", "relation": {}, "relation_version_is_last": true, "title": ["E-Defense shaking test on large model of underground shaft and tunnels"], "weko_shared_id": -1}