{"created":"2023-06-20T14:06:56.903605+00:00","id":416,"links":{},"metadata":{"_buckets":{"deposit":"44b68d6a-35a3-4690-8380-b3f9ce91165f"},"_deposit":{"created_by":4,"id":"416","owners":[4],"pid":{"revision_id":0,"type":"depid","value":"416"},"status":"published"},"_oai":{"id":"oai:maebashi-it.repo.nii.ac.jp:00000416","sets":["8:36"]},"author_link":["1262","1261","1263"],"item_3_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2021-03-31","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 of this study is to evolve the Swedish Weight Sounding test (Hereinafter\nreferred to as the 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 consolidation test, the edge penetration box shear test simulating\nthe SWS test, and the SWS tests using the full-scale embankment. As a result, it was shown\nthat Nsw values of the SWS test are related to the volume compression characteristics of\nthe soil, and that torque values of the SWS test can be estimated by shear force of the edge\npenetration box shear test. Since these laboratory tests are conducted by controlling the\ndegree of soil compaction, Nsw values and torque values of the SWS test can be associated\nwith the degree of soil compaction. Based on these findings, it was shown that the SWS test\nresults could be used for liquefaction risk assessment and ground subsidence prediction\nusing the degree of soil compaction as an index.","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":[{}]},{"creatorNames":[{"creatorName":"土倉, 泰"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"関, 崇夫"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2022-03-23"}],"displaytype":"detail","filename":"24-02.pdf","filesize":[{"value":"2.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"24-02","url":"https://maebashi-it.repo.nii.ac.jp/record/416/files/24-02.pdf"},"version_id":"8c17264c-ff6f-40fb-944a-103711311ac8"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"スクリューウェイト貫入試験"},{"subitem_subject":"実物大盛土"},{"subitem_subject":"土の体積圧縮特性"},{"subitem_subject":"土のせん断強度"},{"subitem_subject":"Screw Weight Sounding Test","subitem_subject_language":"en"},{"subitem_subject":"Full-scale Embankment","subitem_subject_language":"en"},{"subitem_subject":"Soil volume compression characteristics","subitem_subject_language":"en"},{"subitem_subject":"Soil shear strength","subitem_subject_language":"en"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_title":"SWS試験の測定値が示す地盤工学上の意味","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"SWS試験の測定値が示す地盤工学上の意味"},{"subitem_title":"Geotechnical Meaning of Test Measurements of the Screw Weight Sounding Test","subitem_title_language":"en"}]},"item_type_id":"3","owner":"4","path":["36"],"pubdate":{"attribute_name":"公開日","attribute_value":"2022-03-23"},"publish_date":"2022-03-23","publish_status":"0","recid":"416","relation_version_is_last":true,"title":["SWS試験の測定値が示す地盤工学上の意味"],"weko_creator_id":"4","weko_shared_id":-1},"updated":"2023-06-20T14:10:02.438711+00:00"}