WEKO3
アイテム
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Compression tests were done on cylindrical specimens. The conclusions are summarized as follows : 1) The type of failure is brittle failure in most cases. 2) Unconfined compressive strength ranges from 17.40kg/(cm)^2 to 41.56kg/(cm)^2. 3) Unconfined compressive strength is affected by natural water content and its strength is high as natural water content decreases. 4) Relation between unconfined compressive strength and modulus of deformation is shown in Fig. 10,but there does not exist linear relation. 5) When natural mudstones are inundated, their strength fall due to sucking of water. Strength of natural mudstones which have low water content decreases especially, because amount of decrease in their dry density due to sucking of water is large.", "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\u8fb2\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/20.500.12000/4466"}]}, "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": "\u7409\u7403\u5927\u5b66\u8fb2\u5b66\u90e8\u5b66\u8853\u5831\u544a"}, {"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": "1972-12-01", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "19", "bibliographicPageEnd": "342", "bibliographicPageStart": "331"}]}, "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": "KJ00000162408.pdf", "future_date_message": "", "is_thumbnail": false, "mimetype": "", "size": 0, "url": {"objectType": "fulltext", "url": "https://u-ryukyu.repo.nii.ac.jp/record/2003434/files/KJ00000162408.pdf"}, "version_id": "c0b737f0-1c06-4515-9f44-b28334b6296e"}]}, "item_title": "\u6c96\u7e04\u306b\u304a\u3051\u308b\u6ce5\u7070\u5ca9\u306e\u5de5\u5b66\u7684\u7279\u6027 (III) : \u4e00\u8ef8\u5727\u7e2e\u5f37\u5ea6\u7279\u6027\u306b\u3064\u3044\u3066(\u8fb2\u696d\u5de5\u5b66\u79d1)", "item_type_id": "15", "owner": "1", "path": ["1642837908174", "1642838407312"], "permalink_uri": "http://hdl.handle.net/20.500.12000/4466", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2008-02-14"}, "publish_date": "2008-02-14", "publish_status": "0", "recid": "2003434", "relation": {}, "relation_version_is_last": true, "title": ["\u6c96\u7e04\u306b\u304a\u3051\u308b\u6ce5\u7070\u5ca9\u306e\u5de5\u5b66\u7684\u7279\u6027 (III) : \u4e00\u8ef8\u5727\u7e2e\u5f37\u5ea6\u7279\u6027\u306b\u3064\u3044\u3066(\u8fb2\u696d\u5de5\u5b66\u79d1)"], "weko_shared_id": -1}
沖縄における泥灰岩の工学的特性 (III) : 一軸圧縮強度特性について(農業工学科)
http://hdl.handle.net/20.500.12000/4466
http://hdl.handle.net/20.500.12000/446699520165-f26a-41cd-b06a-0af6c1ad273c
| 名前 / ファイル | ライセンス | アクション | |
|---|---|---|---|
KJ00000162408.pdf
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| 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 | 沖縄における泥灰岩の工学的特性 (III) : 一軸圧縮強度特性について(農業工学科) | |||||||||
| 言語 | ja | |||||||||
| 作成者 |
新城, 俊也
× 新城, 俊也
× Shinjo, Toshiya
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| 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 | 本報告では沖縄の南風原村の1地点から採取した泥灰岩についての一軸圧縮強度を調べた。自然泥灰岩の一軸圧縮強度特性として次のことがわかった。1)泥灰岩円柱供試体の破壊形式はくさび形の破断面から破壊を起こす。2)一軸圧縮強度は17.40kg/(cm)^2から41.56kg/(cm)^2にまたがっている。3)自然泥灰岩の一軸圧縮強度は自然含水比によって変化し, 自然含水比の低いものほど強度は大きくなる。4)一軸圧縮強度と変形係数の間には一次関係を見い出すことはできないが, Fig.10に示すような傾向にある。5)自然泥灰岩を水浸すると強度が低下するが, 自然含水比の低いものほど強度の低下が著しい。これは自然含水比の低いものほど水浸すると吸水膨張を起こし, 乾燥密度が低下するからである。 | |||||||||
| 内容記述タイプ | Other | |||||||||
| 内容記述 | This study was carried out to investigate unconfined compressive strength characteristics of mudstones (Shimajiri clay) with natural water content, which were sampled from Haebaru, Okinawa Island, Ryukyus. Compression tests were done on cylindrical specimens. The conclusions are summarized as follows : 1) The type of failure is brittle failure in most cases. 2) Unconfined compressive strength ranges from 17.40kg/(cm)^2 to 41.56kg/(cm)^2. 3) Unconfined compressive strength is affected by natural water content and its strength is high as natural water content decreases. 4) Relation between unconfined compressive strength and modulus of deformation is shown in Fig. 10,but there does not exist linear relation. 5) When natural mudstones are inundated, their strength fall due to sucking of water. Strength of natural mudstones which have low water content decreases especially, because amount of decrease in their dry density due to sucking of water is large. | |||||||||
| 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/20.500.12000/4466 | |||||||||
| 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 | |||||||||
| 書誌情報 |
号 19, p. 331-342, 発行日 1972-12-01 |
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