{"_buckets": {"deposit": "d3c15156-c542-42ed-a8ab-b9d189d3546e"}, "_deposit": {"created_by": 4, "id": "406", "owners": [4], "pid": {"revision_id": 0, "type": "depid", "value": "406"}, "status": "published"}, "_oai": {"id": "oai:maebashi-it.repo.nii.ac.jp:00000406", "sets": ["35"]}, "author_link": ["1236", "1234", "1235"], "item_3_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2020-03-31", "bibliographicIssueDateType": "Issued"}, "bibliographic_titles": [{"bibliographic_title": "前橋工科大学研究紀要"}]}]}, "item_3_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "The purpose\nof this study i s to evolve the Swedish Weight Sounding test (Hereinafter\nreferred to as SWS test) results from the conventional \"relative index indicating the\nhardness of the ground\" to \"values with clear physical meaning\". For this purpose, we\nanalyzed the results of the edge penetration box shear test simulating a SWS test, the triaxial compression test, and the SWS test using a full scale embankment. The results\nindicated that the Nsw value and the torque value in the SWS test were not indicators of\nsoi l shear strength but indicators of soil volume compression characteristics. In addition,\nthe shape of the screw point in the SWS test was simulated as \"screw\", and the acting force\nwas considered from a mechanical engineering point of view. The results showed that the\nSWS test did not \"screw in\" the screw point, but penetrated by \"compressing\" the ground by\nrotating the screw point.", "subitem_description_type": "Abstract"}]}, "item_3_source_id_10": {"attribute_name": "書誌レコードID", "attribute_value_mlt": [{"subitem_source_identifier": "AA11225201", "subitem_source_identifier_type": "NCID"}]}, "item_3_source_id_8": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "1343-8867", "subitem_source_identifier_type": "ISSN"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "森, 友宏"}], "nameIdentifiers": [{"nameIdentifier": "1234", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "土倉, 泰"}], "nameIdentifiers": [{"nameIdentifier": "1235", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "関, 崇夫"}], "nameIdentifiers": [{"nameIdentifier": "1236", "nameIdentifierScheme": "WEKO"}]}]}, "item_files": {"attribute_name": "ファイル情報", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_access", "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "23_02.pdf", "filesize": [{"value": "1.3 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 1300000.0, "url": {"url": "https://maebashi-it.repo.nii.ac.jp/record/406/files/23_02.pdf"}, "version_id": "67922c2e-cd70-4fac-b807-5aab2478540d"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "スウェーデン式サウンディング試験", "subitem_subject_scheme": "Other"}, {"subitem_subject": "土の体積圧縮特性", "subitem_subject_scheme": "Other"}, {"subitem_subject": "土のせん断強度", "subitem_subject_scheme": "Other"}, {"subitem_subject": "実大盛土", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Swedish Weight Sounding test", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Full scale embankment", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Soil volume compression characteristics", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Soil shear strength", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_resource_type": {"attribute_name": "資源タイプ", "attribute_value_mlt": [{"resourcetype": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "スウェーデン式サウンディング試験と土質力学試験との関連性", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "スウェーデン式サウンディング試験と土質力学試験との関連性"}, {"subitem_title": "Relevance of Swedish Weight S ounding test and soil mechanics test", "subitem_title_language": "en"}]}, "item_type_id": "3", "owner": "4", "path": ["35"], "permalink_uri": "https://maebashi-it.repo.nii.ac.jp/records/406", "pubdate": {"attribute_name": "公開日", "attribute_value": "2022-03-22"}, "publish_date": "2022-03-22", "publish_status": "0", "recid": "406", "relation": {}, "relation_version_is_last": true, "title": ["スウェーデン式サウンディング試験と土質力学試験との関連性"], "weko_shared_id": -1}