{"created":"2023-08-02T03:54:21.416690+00:00","id":3164,"links":{},"metadata":{"_buckets":{"deposit":"78041088-133b-4f5d-93e9-346ed122659c"},"_deposit":{"created_by":10,"id":"3164","owners":[10],"pid":{"revision_id":0,"type":"depid","value":"3164"},"status":"published"},"_oai":{"id":"oai:repository.lib.tottori-u.ac.jp:00003164","sets":["1:10","2:14","23:39:670"]},"author_link":["3314","38353","38354"],"item_3_alternative_title_31":{"attribute_name":"タイトル（ヨミ）","attribute_value_mlt":[{"subitem_alternative_title":"ホウワ　ネンセイド　ノ　イチジゲン　アツミツ　シケン　ニ　オケル　イチジ　オヨビ　ニジ　アツミツ　キョドウ","subitem_alternative_title_language":"ja-Kana"}]},"item_3_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"73","bibliographicPageStart":"67","bibliographicVolumeNumber":"40","bibliographic_titles":[{"bibliographic_title":"鳥取大学大学院工学研究科／工学部研究報告","bibliographic_titleLang":"ja"},{"bibliographic_title":"Reports of the Graduate School/Faculty of Engineering, Tottori University","bibliographic_titleLang":"en"}]}]},"item_3_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"A series of oedometer tests were conducted on saturated cohesive soil. The height of specimen was varied as 1, 2 and 4cm. At the specimen's bottom, pore-water pressure was measured to judge the time at which the primary consolidation ends, tEOP. and vertical load was also measured to estimate the friction mobilizing on the side surface of the specimen. The primary and secondary consolidation strains developing before tEOP were estimated based on the secondary compression rate, C????, which was determined from the strain vs. time relationships after tEOP. The estimated primary consolidation strain was compared with the strain predicted by Terzaghi's theory of consolidation.","subitem_description_type":"Other"}]},"item_3_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"鳥取大学大学院工学研究科研究報告編集委員会"}]},"item_3_relation_16":{"attribute_name":"情報源","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"鳥取大学大学院工学研究科／工学部研究報告. 2009, 40, 67-73"}]}]},"item_3_rights_15":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"注があるものを除き、この著作物は日本国著作権法により保護されています。 / This work is protected under Japanese Copyright Law unless otherwise noted."}]},"item_3_source_id_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00174610","subitem_source_identifier_type":"NCID"}]},"item_3_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"03858596","subitem_source_identifier_type":"ISSN"}]},"item_3_text_32":{"attribute_name":"著者所属","attribute_value_mlt":[{"subitem_text_value":"鳥取大学大学院工学研究科社会基盤工学専攻木工工学コース"},{"subitem_text_value":"鳥取大学大学院工学研究科社会基盤工学専攻木工工学コース"}]},"item_3_version_type_20":{"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":"清水, 正喜"},{"creatorName":"シミズ, マサヨシ","creatorNameLang":"ja-Kana"},{"creatorName":"Shimizu, Masayoshi","creatorNameLang":"en"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"谷川, 大輝"},{"creatorName":"タニガワ, ダイキ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Tanigawa, Daiki","creatorNameLang":"en"},{"creatorName":"タニガワ, ダイキ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2010-07-08"}],"displaytype":"detail","filename":"rgsfetu40_67.pdf","filesize":[{"value":"719.3 kB"}],"format":"application/pdf","licensefree":"注があるものを除き、この著作物は日本国著作権法により保護されています。 / This work is protected under Japanese Copyright Law unless otherwise noted.","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"rgsfetu40_67.pdf","url":"https://repository.lib.tottori-u.ac.jp/record/3164/files/rgsfetu40_67.pdf"},"version_id":"a45bced4-23da-461a-bad3-78ffd1ad646b"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Primary consolidation","subitem_subject_scheme":"Other"},{"subitem_subject":"Secondary compression","subitem_subject_scheme":"Other"},{"subitem_subject":"Side friction","subitem_subject_scheme":"Other"},{"subitem_subject":"Terzaghi's theory","subitem_subject_scheme":"Other"},{"subitem_subject":"Saturated cohesive soil","subitem_subject_scheme":"Other"},{"subitem_subject":"Primary consolidation","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Secondary compression","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Side friction","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Terzaghi's theory","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Saturated cohesive soil","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"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":"飽和粘性土の一次元圧密試験における一次および二次圧密挙動","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"飽和粘性土の一次元圧密試験における一次および二次圧密挙動","subitem_title_language":"ja"},{"subitem_title":"Primary and Secondary Consolidation Behavior in Oedometer Tests of Saturated Cohesive Soil","subitem_title_language":"en"}]},"item_type_id":"3","owner":"10","path":["14","10","670"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2018-06-22"},"publish_date":"2018-06-22","publish_status":"0","recid":"3164","relation_version_is_last":true,"title":["飽和粘性土の一次元圧密試験における一次および二次圧密挙動"],"weko_creator_id":"10","weko_shared_id":-1},"updated":"2023-09-27T03:27:47.354080+00:00"}