{"created":"2023-05-15T12:21:01.274289+00:00","id":11785,"links":{},"metadata":{"_buckets":{"deposit":"e1438716-725c-4e2c-bc7f-3a8d8e4aeb6b"},"_deposit":{"created_by":1,"id":"11785","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"11785"},"status":"published"},"_oai":{"id":"oai:kansai-u.repo.nii.ac.jp:00011785","sets":["528:1588:1617:1626"]},"author_link":["28192","34799"],"control_number":"11785","item_10_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2006-03-21","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"76","bibliographicPageStart":"71","bibliographicVolumeNumber":"48","bibliographic_titles":[{"bibliographic_title":"関西大学工学研究報告 = Technology reports of the Kansai University"}]}]},"item_10_description_4":{"attribute_name":"概要","attribute_value_mlt":[{"subitem_description":"Shield construction works are the most popular method employed at the Taiwan Mass Rapid Transit project and underground sewage projects. Joining of the shaft and the tunnel is generally high-risk work because of potential dangers, such as ground collapse and tunnel breaks. Accordingly, we measured the strength of geological improvement at the shield shaft and its P-wave velocities using a boring core and test piece. The test results show that the relationship between the unconfined compressive strength and P-wave velocities is very close. P-wave velocities can be used to estimate density. P-wave velocities will probably become a quality control test yardstick in future.","subitem_description_type":"Other"}]},"item_10_publisher_34":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"関西大学工学部"}]},"item_10_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00046916","subitem_source_identifier_type":"NCID"}]},"item_10_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"04532198","subitem_source_identifier_type":"PISSN"}]},"item_10_version_type_17":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Ko., Wu-Te","creatorNameLang":"en"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Kusumi, Harushige","creatorNameLang":"en"},{"creatorName":"楠見, 晴重","creatorNameLang":"ja"}],"familyNames":[{"familyName":"楠見","familyNameLang":"ja"},{"familyName":"Kusumi","familyNameLang":"en"}],"givenNames":[{"givenName":"晴重","givenNameLang":"ja"},{"givenName":"Harushige","givenNameLang":"en"}],"nameIdentifiers":[{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2019-05-23"}],"displaytype":"detail","filename":"KU-1100-20060321-07.pdf","filesize":[{"value":"345.5 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KU-1100-20060321-07.pdf","url":"https://kansai-u.repo.nii.ac.jp/record/11785/files/KU-1100-20060321-07.pdf"},"version_id":"99ff8376-6c15-416d-b8d5-867a105a1361"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"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":"The Relation Between Strength of Ground Improvement and P-Wave Velocity when Using the Jumbo-Jet Special Grouting Method","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"The Relation Between Strength of Ground Improvement and P-Wave Velocity when Using the Jumbo-Jet Special Grouting Method","subitem_title_language":"en"}]},"item_type_id":"10","owner":"1","path":["1626"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2018-01-26"},"publish_date":"2018-01-26","publish_status":"0","recid":"11785","relation_version_is_last":true,"title":["The Relation Between Strength of Ground Improvement and P-Wave Velocity when Using the Jumbo-Jet Special Grouting Method"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2024-01-16T00:58:38.122968+00:00"}