ログイン
言語:

WEKO3

  • トップ
  • ランキング
To
lat lon distance
To

Field does not validate



インデックスリンク

インデックスツリー

メールアドレスを入力してください。

WEKO

One fine body…

WEKO

One fine body…

アイテム

{"_buckets": {"deposit": "bd5d108e-6ee3-4ed3-9216-3e8e819c0a3c"}, "_deposit": {"id": "2002011", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "2002011"}, "status": "published"}, "_oai": {"id": "oai:u-ryukyu.repo.nii.ac.jp:02002011", "sets": ["1642837860996", "1642838406845"]}, "author_link": [], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "\u4e7e\u71e5\u7802\u306e\u7e70\u308a\u8fd4\u3057\u4e00\u9762\u30bb\u30f3\u65ad\u8a66\u9a13\u306b\u95a2\u3059\u308b\u5b9f\u9a13\u7684\u7814\u7a76", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "An Experimental Study on Repetitional Direct Shear Test of Dry Sand", "subitem_1551255648112": "en"}]}, "item_1617186419668": {"attribute_name": "Creator", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "\u8a31, \u5149\u745e", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "\u52a0\u85e4, \u9032", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "Kyo, Kozui", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Kato, Susumu", "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_1617186609386": {"attribute_name": "Subject", "attribute_value_mlt": [{"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Dry Sand"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Direct Shear Test"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Repetitional Shearing"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Experimental Study"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Relative Density"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Angle of Shearing Resistance"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Damping Factor"}]}, "item_1617186626617": {"attribute_name": "Description", "attribute_value_mlt": [{"subitem_description": "In case of supposing repetitional shear of soils, it is not so satisfactory to apply the usual type of direct shear test apparatus. The authors, in order to settle the above problems, improved the usual type of test apparatus to be sheared repetitionally. Herein, some experimental results were shown using the improved test apparatus.\\nThe experiment was conducted in three kind of relative densities (Loose state: D_r=25%, Medium state: D_r=54%, and Dense state: D_r=79%), and air dry TOYOURA uniform sand was used. The loading method of shear test are included three cases, such as: 1) Single direction shearing (Usual Type), 2) Repetitional shearing under the same displacement cycles (Constant cycles), 3) Repetitional shearing under the different displacement cycles (Increasing cycles).\\nThe following results are obtained: 1) The shearing resistance \u03c4_m increases as the repetitional cycles N increases, when the repetitional displacement was smaller than the maximum shearing displacement. 2) The angle of shearing resistance \u03c6 was influenced distinctly by repetitional shear test. The angle \u03c6 show a slight increase in comparison with the single direction shearing when the repetitional displacement was smaller than the failure displacement. 3) The hystorical damping factor h was shown in the range of h=29\uff5e32%.", "subitem_description_type": "Other"}, {"subitem_description": "\u7d00\u8981\u8ad6\u6587", "subitem_description_type": "Other"}]}, "item_1617186643794": {"attribute_name": "Publisher", "attribute_value_mlt": [{"subitem_1522300295150": "ja", "subitem_1522300316516": "\u7409\u7403\u5927\u5b66\u5de5\u5b66\u90e8"}]}, "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/20.500.12000/1989"}]}, "item_1617186920753": {"attribute_name": "Source Identifier", "attribute_value_mlt": [{"subitem_1522646500366": "ISSN", "subitem_1522646572813": "0389-102X"}, {"subitem_1522646500366": "NCID", "subitem_1522646572813": "AN0025048X"}]}, "item_1617186941041": {"attribute_name": "Source Title", "attribute_value_mlt": [{"subitem_1522650068558": "ja", "subitem_1522650091861": "\u7409\u7403\u5927\u5b66\u5de5\u5b66\u90e8\u7d00\u8981"}]}, "item_1617187056579": {"attribute_name": "Bibliographic Information", "attribute_value_mlt": [{"bibliographicIssueNumber": "30", "bibliographicPageEnd": "22", "bibliographicPageStart": "13"}]}, "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": "No30p13.pdf", "future_date_message": "", "is_thumbnail": false, "mimetype": "", "size": 0, "url": {"objectType": "fulltext", "url": "https://u-ryukyu.repo.nii.ac.jp/record/2002011/files/No30p13.pdf"}, "version_id": "c3547bb2-3fda-4d56-a3e5-3834fea799c8"}]}, "item_title": "\u4e7e\u71e5\u7802\u306e\u7e70\u308a\u8fd4\u3057\u4e00\u9762\u30bb\u30f3\u65ad\u8a66\u9a13\u306b\u95a2\u3059\u308b\u5b9f\u9a13\u7684\u7814\u7a76", "item_type_id": "15", "owner": "1", "path": ["1642837860996", "1642838406845"], "permalink_uri": "http://hdl.handle.net/20.500.12000/1989", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2007-09-16"}, "publish_date": "2007-09-16", "publish_status": "0", "recid": "2002011", "relation": {}, "relation_version_is_last": true, "title": ["\u4e7e\u71e5\u7802\u306e\u7e70\u308a\u8fd4\u3057\u4e00\u9762\u30bb\u30f3\u65ad\u8a66\u9a13\u306b\u95a2\u3059\u308b\u5b9f\u9a13\u7684\u7814\u7a76"], "weko_shared_id": -1}
  1. 紀要論文
  2. 琉球大学工学部紀要
  3. 30号
  1. 部局別インデックス
  2. 工学部

乾燥砂の繰り返し一面セン断試験に関する実験的研究

http://hdl.handle.net/20.500.12000/1989
http://hdl.handle.net/20.500.12000/1989
21b869f4-c707-4185-b5e0-3861e65cbd4b
名前 / ファイル ライセンス アクション
No30p13.pdf No30p13.pdf
Item type デフォルトアイテムタイプ(フル)(1)
公開日 2007-09-16
タイトル
タイトル 乾燥砂の繰り返し一面セン断試験に関する実験的研究
言語 ja
作成者 許, 光瑞

× 許, 光瑞

ja 許, 光瑞

加藤, 進

× 加藤, 進

ja 加藤, 進

Kyo, Kozui

× Kyo, Kozui

en Kyo, Kozui

Kato, Susumu

× Kato, Susumu

en Kato, Susumu

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
主題
言語 en
主題Scheme Other
主題 Dry Sand
言語 en
主題Scheme Other
主題 Direct Shear Test
言語 en
主題Scheme Other
主題 Repetitional Shearing
言語 en
主題Scheme Other
主題 Experimental Study
言語 en
主題Scheme Other
主題 Relative Density
言語 en
主題Scheme Other
主題 Angle of Shearing Resistance
言語 en
主題Scheme Other
主題 Damping Factor
内容記述
内容記述タイプ Other
内容記述 In case of supposing repetitional shear of soils, it is not so satisfactory to apply the usual type of direct shear test apparatus. The authors, in order to settle the above problems, improved the usual type of test apparatus to be sheared repetitionally. Herein, some experimental results were shown using the improved test apparatus.\nThe experiment was conducted in three kind of relative densities (Loose state: D_r=25%, Medium state: D_r=54%, and Dense state: D_r=79%), and air dry TOYOURA uniform sand was used. The loading method of shear test are included three cases, such as: 1) Single direction shearing (Usual Type), 2) Repetitional shearing under the same displacement cycles (Constant cycles), 3) Repetitional shearing under the different displacement cycles (Increasing cycles).\nThe following results are obtained: 1) The shearing resistance τ_m increases as the repetitional cycles N increases, when the repetitional displacement was smaller than the maximum shearing displacement. 2) The angle of shearing resistance φ was influenced distinctly by repetitional shear test. The angle φ show a slight increase in comparison with the single direction shearing when the repetitional displacement was smaller than the failure displacement. 3) The hystorical damping factor h was shown in the range of h=29~32%.
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 琉球大学工学部
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/20.500.12000/1989
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 0389-102X
収録物識別子タイプ NCID
収録物識別子 AN0025048X
収録物名
言語 ja
収録物名 琉球大学工学部紀要
書誌情報
号 30, p. 13-22
戻る
0
views
See details
Views

Versions

Ver.1 2022-01-27 02:13:48.836968
Show All versions

Share

Mendeley Twitter Facebook Print Addthis

Cite as

エクスポート

OAI-PMH
  • OAI-PMH JPCOAR
  • OAI-PMH DublinCore
  • OAI-PMH DDI
Other Formats
  • JSON

確認


Powered by WEKO3


Powered by WEKO3