WEKO3
アイテム
{"_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": ["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_description_42": {"attribute_name": "資源タイプ", "attribute_value_mlt": [{"subitem_description": "Departmental Bulletin Paper", "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": [{"nameIdentifier": "28192", "nameIdentifierScheme": "WEKO"}]}, {"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": [{"nameIdentifier": "34799", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "70158880", "nameIdentifierScheme": "e-Rad", "nameIdentifierURI": "https://nrid.nii.ac.jp/ja/nrid/1000070158880"}]}]}, "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", "download_preview_message": "", "file_order": 0, "filename": "KU-1100-20060321-07.pdf", "filesize": [{"value": "345.5 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 345500.0, "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"], "permalink_uri": "http://hdl.handle.net/10112/11832", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2018-01-26"}, "publish_date": "2018-01-26", "publish_status": "0", "recid": "11785", "relation": {}, "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_shared_id": -1}
The Relation Between Strength of Ground Improvement and P-Wave Velocity when Using the Jumbo-Jet Special Grouting Method
http://hdl.handle.net/10112/11832
http://hdl.handle.net/10112/118320922b266-250d-4572-94bf-3acb93061071
名前 / ファイル | ライセンス | アクション |
---|---|---|
KU-1100-20060321-07.pdf (345.5 kB)
|
|
Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2018-01-26 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | The Relation Between Strength of Ground Improvement and P-Wave Velocity when Using the Jumbo-Jet Special Grouting Method | |||||
言語 | ||||||
言語 | eng | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | departmental bulletin paper | |||||
著者 |
Ko., Wu-Te
× Ko., Wu-Te× 楠見, 晴重 |
|||||
概要 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 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. | |||||
書誌情報 |
関西大学工学研究報告 = Technology reports of the Kansai University 巻 48, p. 71-76, 発行日 2006-03-21 |
|||||
ISSN | ||||||
収録物識別子タイプ | PISSN | |||||
収録物識別子 | 04532198 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00046916 | |||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
出版者 | ||||||
出版者 | 関西大学工学部 |