{"created":"2023-06-19T08:46:06.707630+00:00","id":4830,"links":{},"metadata":{"_buckets":{"deposit":"15688ad7-75e5-40b4-a72c-379c3dcadd46"},"_deposit":{"created_by":4,"id":"4830","owners":[4],"pid":{"revision_id":0,"type":"depid","value":"4830"},"status":"published"},"_oai":{"id":"oai:kpu.repo.nii.ac.jp:00004830","sets":["47:273:412"]},"author_link":["7850"],"control_number":"4830","item_1696926521561":{"attribute_name":"その他（別言語等）","attribute_value_mlt":[{"subitem_alternative_title":"Studies of Plastic Soil-Concrete I (Forestry)","subitem_alternative_title_language":"en"}]},"item_3_biblio_info_12":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1968-10-15","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"77","bibliographicPageStart":"68","bibliographicVolumeNumber":"20","bibliographic_titles":[{"bibliographic_title":"京都府立大學學術報告. 農學","bibliographic_titleLang":"ja"},{"bibliographic_title":"The scientific reports of Kyoto Prefectural University. Agriculture","bibliographic_titleLang":"en"}]}]},"item_3_description_10":{"attribute_name":"抄録(日)","attribute_value_mlt":[{"subitem_description":"近年の骨材涸渇状態にかんがみ, 現場で容易に入手できる材料でコンクリートが作りえないものかという見方から, 二三の土について試験を行なった。その結果, 1)土自体個有の性質をもっているため, 結合材としてのセメントの作用が十分発揮されない面がある。それで多くの土についてその物理的, 化学的性質について確かめる必要がある。2)本試験の範囲内ではセメント量の増加につれてソイルコンクリートの強度は増大する。3)フライアッシュセメントは, 普通ポルトランドセメントおよび高炉セメントほどの強度は望めない。4)ソイルコンクリートの曲げ強度と圧縮強度との関係はσ_b=1.1σ_c^<0.69>(11.5kg/(cm)^2≦σ_c≦163.0kg/(cm)^2)なる実験式で近似される。5)ソイルコンクリートの材令28日における圧縮強度は, 水セメント比説あるいは空隙説のいずれかで推定が可能である。ことがわかった。","subitem_description_language":"ja","subitem_description_type":"Other"}]},"item_3_description_11":{"attribute_name":"抄録(英)","attribute_value_mlt":[{"subitem_description":"We have been come into great request for aggregates year by year. Consequently, we ought to face the problem that we wish to apply the plastic-soil-concrete which utilize the soils getting easily each construction spots. The auther have done several investigation for this problem by making use of soils, as shown in Table 2,3 and Fig. 1,that is, the granite origin soil from Shigaraki and Nabari and the andesite origin soil from Yakedake. The results are summerized as follows : 1) Owing to each soils have a specific character such as physical and chemical properties, the effect of cementation can not always demonstrate its function, suficiently. Consequently, it is necessary to have to examine for more various soils in physical and chemical properties. 2) Within the range of this report, the strength of soil-concrete in 28 days increase in proportion to increase the cement content. 3) The strength of soil-concrete making use of fly-ash cement can not so expect as portland cement and blast-furnace cement. 4) The relation between bending strength and compressive strength of soil-concrete in 28 days is approximated by following experimental equation : σ_b=1.1σ_c^<0.69>(11.5≦σ_c≦163.0) 5) The compressive strength of soil-concrete in 28 days is able to presume upon either water cement ratio theory or void theory.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_3_source_id_1":{"attribute_name":"雑誌書誌ID","attribute_value_mlt":[{"subitem_source_identifier":"AN00062275","subitem_source_identifier_type":"NCID"}]},"item_3_source_id_20":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"00757373","subitem_source_identifier_type":"PISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"大手, 桂二","creatorNameLang":"ja"},{"creatorName":"オオテ, ケイジ","creatorNameLang":"ja-Kana"},{"creatorName":"Ohte, Keiji","creatorNameLang":"en"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-02-20"}],"displaytype":"detail","filename":"KJ00000078829.pdf","filesize":[{"value":"910.7 kB"}],"format":"application/pdf","mimetype":"application/pdf","url":{"label":"KJ00000078829.pdf","url":"https://kpu.repo.nii.ac.jp/record/4830/files/KJ00000078829.pdf"},"version_id":"942d9cad-1320-457b-8dd9-f932dce2f687"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"departmental bulletin paper"}]},"item_title":"ソイルコンクリートの研究 I(林学部門)","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"ソイルコンクリートの研究 I(林学部門)","subitem_title_language":"ja"}]},"item_type_id":"3","owner":"4","path":["412"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2017-02-20"},"publish_date":"2017-02-20","publish_status":"0","recid":"4830","relation_version_is_last":true,"title":["ソイルコンクリートの研究 I(林学部門)"],"weko_creator_id":"4","weko_shared_id":-1},"updated":"2024-04-08T02:55:54.060856+00:00"}