{"_buckets": {"deposit": "360b5fdb-b485-48a6-8a00-baa6eb86756f"}, "_deposit": {"created_by": 10, "id": "5123", "owners": [10], "pid": {"revision_id": 0, "type": "depid", "value": "5123"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00005123", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2012", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "748", "bibliographicPageStart": "743", "bibliographic_titles": [{"bibliographic_title": "Advances in Transportation Geotechnics II - Proceedings of the 2nd International Conference on Transportation Geotechnics, ICTG 2012", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "In order to establish the stress-strain relation in the slope under repeated rainfall, shear deformation and soil-water conditions in the model slope are monitored under repeated rainfall. Some examination based on the data showed that shear strain developed with the decrease of suction at wetting process, while it stayed almost constant with the increase of suction at drying process. Shear strain at next wetting process remained almost constant with the decrease of suction until minimum suction of latest wetting process, and then it increased largely with the decrease of suction when it exceeded the minimum suction of latest wetting process. This is like the stress-strain relation under cyclic loading. © 2012 Taylor \u0026 Francis Group.", "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/b12754-114"}}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "K. Sasahara", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "N. Sakai", "creatorNameLang": "en"}]}]}, "item_title": "Shear strain development and pore pressure distribution in sandy model slope under repeated rainfall", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "Shear strain development and pore pressure distribution in sandy model slope under repeated rainfall", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "10", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/5123", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2024-05-06"}, "publish_date": "2024-05-06", "publish_status": "0", "recid": "5123", "relation": {}, "relation_version_is_last": true, "title": ["Shear strain development and pore pressure distribution in sandy model slope under repeated rainfall"], "weko_shared_id": -1}