WEKO3
アイテム
{"_buckets": {"deposit": "24365099-4b5f-45bb-893f-df95adc77340"}, "_deposit": {"id": "2003176", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "2003176"}, "status": "published"}, "_oai": {"id": "oai:u-ryukyu.repo.nii.ac.jp:02003176", "sets": ["1642837911830", "1642838407312"]}, "author_link": [], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "静的に締固めたマージ粘土の膨潤圧と初期含水比について(農業工学科)", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "On the relationship between swelling pressure and initial moisture content of statically compacted Maaji clay (Department of Agricultural Engineering)", "subitem_1551255648112": "en"}]}, "item_1617186419668": {"attribute_name": "Creator", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "宮城, 調勝", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "Miyagi, Norikatsu", "creatorNameLang": "en"}]}]}, "item_1617186476635": {"attribute_name": "Access Rights", "attribute_value_mlt": [{"subitem_1522299639480": "open access", "subitem_1600958577026": "http://purl.org/coar/access_right/c_abf2"}]}, "item_1617186626617": {"attribute_name": "Description", "attribute_value_mlt": [{"subitem_description": "組粒土について, 土の膨潤圧が締固め時の含水比によって変化することを, 透水試験の結果等から考察してきた。この実験の結果いえることは, 同一間隙比の細粒土について, 締固め時の含水比を変えた場合, 吸水によって生ずる膨潤圧は変化し, その最大値はpF5\u0026acd;5.5附近に起っていること。また膨潤圧が大きい試料は, 膨潤圧が小さい試料に比べて透水係数が大きくなることである。この実験で膨潤圧の表示は, 試料の単位断面積で表わすと試料高さの要素が入ってくるので, 単位表面積当りで表わした。土の物理量があるこの表面積の要素は, 細粒土における土粒子と水の界面の問題を扱う上で有効な因子と考える。", "subitem_description_type": "Other"}, {"subitem_description": "In this paper, relationship between swelling pressure and initial moisture content of statically compacted Maaji clay. The author introduced the surface area of soil particle in order to evaluate the swelling pressure. The swelling pressure was measured by the apparatus of consolidation test and the surface of soil particles by B. E. T. method. The results obtained are as follows : 1) The values of swelling pressure were variable by initial water contents of samples and maximum value consisted in pF 5.0-5.5 water contents, though void-ratio was constant. 2) The samples having large swelling pressure, showed larger values of permeability than those of samples having small swelling pressure.", "subitem_description_type": "Other"}, {"subitem_description": "紀要論文", "subitem_description_type": "Other"}]}, "item_1617186643794": {"attribute_name": "Publisher", "attribute_value_mlt": [{"subitem_1522300295150": "ja", "subitem_1522300316516": "琉球大学農学部"}]}, "item_1617186702042": {"attribute_name": "Language", "attribute_value_mlt": [{"subitem_1551255818386": "jpn"}]}, "item_1617186783814": {"attribute_name": "Identifier", "attribute_value_mlt": [{"subitem_identifier_type": "HDL", "subitem_identifier_uri": "http://hdl.handle.net/20.500.12000/4166"}]}, "item_1617186920753": {"attribute_name": "Source Identifier", "attribute_value_mlt": [{"subitem_1522646500366": "ISSN", "subitem_1522646572813": "0370-4246"}, {"subitem_1522646500366": "NCID", "subitem_1522646572813": "AN00250548"}]}, "item_1617186941041": {"attribute_name": "Source Title", "attribute_value_mlt": [{"subitem_1522650068558": "ja", "subitem_1522650091861": "琉球大学農学部学術報告"}, {"subitem_1522650068558": "en", "subitem_1522650091861": "The Science Bulletin of the Faculty of Agriculture. University of the Ryukyus"}]}, "item_1617187056579": {"attribute_name": "Bibliographic Information", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "1979-12-11", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "26", "bibliographicPageEnd": "352", "bibliographicPageStart": "347"}]}, "item_1617258105262": {"attribute_name": "Resource Type", "attribute_value_mlt": [{"resourcetype": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_1617265215918": {"attribute_name": "Version Type", "attribute_value_mlt": [{"subitem_1522305645492": "VoR", "subitem_1600292170262": "http://purl.org/coar/version/c_970fb48d4fbd8a85"}]}, "item_1617605131499": {"attribute_name": "File", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_access", "download_preview_message": "", "file_order": 0, "filename": "KJ00000162016.pdf", "future_date_message": "", "is_thumbnail": false, "mimetype": "", "size": 0, "url": {"objectType": "fulltext", "url": "https://u-ryukyu.repo.nii.ac.jp/record/2003176/files/KJ00000162016.pdf"}, "version_id": "f645b713-f2d8-40f9-85bb-5bbd8fa2ab4d"}]}, "item_title": "静的に締固めたマージ粘土の膨潤圧と初期含水比について(農業工学科)", "item_type_id": "15", "owner": "1", "path": ["1642837911830", "1642838407312"], "permalink_uri": "http://hdl.handle.net/20.500.12000/4166", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2008-02-14"}, "publish_date": "2008-02-14", "publish_status": "0", "recid": "2003176", "relation": {}, "relation_version_is_last": true, "title": ["静的に締固めたマージ粘土の膨潤圧と初期含水比について(農業工学科)"], "weko_shared_id": -1}
静的に締固めたマージ粘土の膨潤圧と初期含水比について(農業工学科)
http://hdl.handle.net/20.500.12000/4166
http://hdl.handle.net/20.500.12000/4166aa4f30e5-4b9c-454e-8088-d937e48e53aa
名前 / ファイル | ライセンス | アクション |
---|---|---|
![]() |
|
Item type | デフォルトアイテムタイプ(フル)(1) | |||||||||
---|---|---|---|---|---|---|---|---|---|---|
公開日 | 2008-02-14 | |||||||||
タイトル | ||||||||||
タイトル | 静的に締固めたマージ粘土の膨潤圧と初期含水比について(農業工学科) | |||||||||
言語 | ja | |||||||||
タイトル | ||||||||||
タイトル | On the relationship between swelling pressure and initial moisture content of statically compacted Maaji clay (Department of Agricultural Engineering) | |||||||||
言語 | en | |||||||||
作成者 |
宮城, 調勝
× 宮城, 調勝
× Miyagi, Norikatsu
|
|||||||||
アクセス権 | ||||||||||
アクセス権 | open access | |||||||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||||||
内容記述 | ||||||||||
内容記述タイプ | Other | |||||||||
内容記述 | 組粒土について, 土の膨潤圧が締固め時の含水比によって変化することを, 透水試験の結果等から考察してきた。この実験の結果いえることは, 同一間隙比の細粒土について, 締固め時の含水比を変えた場合, 吸水によって生ずる膨潤圧は変化し, その最大値はpF5∿5.5附近に起っていること。また膨潤圧が大きい試料は, 膨潤圧が小さい試料に比べて透水係数が大きくなることである。この実験で膨潤圧の表示は, 試料の単位断面積で表わすと試料高さの要素が入ってくるので, 単位表面積当りで表わした。土の物理量があるこの表面積の要素は, 細粒土における土粒子と水の界面の問題を扱う上で有効な因子と考える。 | |||||||||
内容記述 | ||||||||||
内容記述タイプ | Other | |||||||||
内容記述 | In this paper, relationship between swelling pressure and initial moisture content of statically compacted Maaji clay. The author introduced the surface area of soil particle in order to evaluate the swelling pressure. The swelling pressure was measured by the apparatus of consolidation test and the surface of soil particles by B. E. T. method. The results obtained are as follows : 1) The values of swelling pressure were variable by initial water contents of samples and maximum value consisted in pF 5.0-5.5 water contents, though void-ratio was constant. 2) The samples having large swelling pressure, showed larger values of permeability than those of samples having small swelling pressure. | |||||||||
内容記述 | ||||||||||
内容記述タイプ | Other | |||||||||
内容記述 | 紀要論文 | |||||||||
出版者 | ||||||||||
言語 | ja | |||||||||
出版者 | 琉球大学農学部 | |||||||||
言語 | ||||||||||
言語 | jpn | |||||||||
資源タイプ | ||||||||||
資源タイプ | departmental bulletin paper | |||||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||||||
出版タイプ | ||||||||||
出版タイプ | VoR | |||||||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||||||
識別子 | ||||||||||
識別子 | http://hdl.handle.net/20.500.12000/4166 | |||||||||
識別子タイプ | HDL | |||||||||
収録物識別子 | ||||||||||
収録物識別子タイプ | ISSN | |||||||||
収録物識別子 | 0370-4246 | |||||||||
収録物識別子 | ||||||||||
収録物識別子タイプ | NCID | |||||||||
収録物識別子 | AN00250548 | |||||||||
収録物名 | ||||||||||
言語 | ja | |||||||||
収録物名 | 琉球大学農学部学術報告 | |||||||||
収録物名 | ||||||||||
言語 | en | |||||||||
収録物名 | The Science Bulletin of the Faculty of Agriculture. University of the Ryukyus | |||||||||
書誌情報 |
号 26, p. 347-352, 発行日 1979-12-11 |