{"created":"2021-03-01T06:00:34.758751+00:00","id":8120,"links":{},"metadata":{"_buckets":{"deposit":"4607b785-3685-4a23-af7a-1ce792e50636"},"_deposit":{"id":"8120","owners":[],"pid":{"revision_id":0,"type":"depid","value":"8120"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00008120","sets":["1:86"]},"author_link":["42434","42435","42436","42437","42430","42431","42432","42433"],"item_1646810750418":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_3_alternative_title_198":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Basic Study on Initial Deformation of Embankment due to Rainfall by Experiment and Simulation"}]},"item_3_biblio_info_186":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2015","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"316","bibliographicPageStart":"307","bibliographicVolumeNumber":"10","bibliographic_titles":[{"bibliographic_title":"地盤工学ジャーナル"}]}]},"item_3_description_184":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"降雨浸透により局所的な変状や破壊が繰返し発生するような進行性破壊において，のり面の初期変状が確認された段階で適切な対策工を行った際には，その後の大規模崩壊を防止できると考えられる。このことから，進行性破壊時の初期変状発生のメカニズム解明や予測手法確立の意義は大きい。そこで本研究では，飽和・不飽和浸透流解析および弾塑性有限要素解析を用いて，模型盛土への散水時の盛土内水位上昇と進行性破壊が発生する前の初期のり面変状の再現計算を試みた。解析結果から，飽和・不飽和浸透流解析では飽和透水係数を室内透水試験で得られた値よりも大きな値に設定することで実験の再現性が良好であった。弾塑性有限要素解析では盛土内の水位上昇に伴う変形係数低下を疑似的に考慮することで，実験において確認された初期のり面変状を再現できる可能性を見出した。\nThis paper discussed the coefficient of permeability for prediction of water level and the deformation modulus for prediction of deformation of the model embankment. The seepage and deformation analysis is carried out on the embankment collapse test due to rainfall. As a simulation result, the value of coefficient of permeability of embankment model is larger than a coefficient of permeability by laboratory test. Deformation of embankment of model test can be simulated roughly by considering the nonlinear of deformation modulus.","subitem_description_type":"Abstract"}]},"item_3_full_name_183":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"42434","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KAWAJIRI, Shunzo","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42435","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NUNOKAWA, Osamu","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42436","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NISHIDA, Mototsugu","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42437","nameIdentifierScheme":"WEKO"}],"names":[{"name":"OTA, Naoyuki","nameLang":"en"}]}]},"item_3_publisher_212":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"公益社団法人　地盤工学会"}]},"item_3_relation_191":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://doi.org/10.3208/jgs.10.307","subitem_relation_type_select":"DOI"}}]},"item_3_rights_192":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"c 2015 公益社団法人　地盤工学会"}]},"item_3_select_195":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"川尻, 峻三","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"布川, 修","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"西田, 幹嗣","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"太田, 直之","creatorNameLang":"ja"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-11-22"}],"displaytype":"detail","filename":"2015_実験および解析的検討による散水時の盛土の初期変状に関する基礎的検討.pdf","filesize":[{"value":"1.1 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"2015_実験および解析的検討による散水時の盛土の初期変状に関する基礎的検討.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/8120/files/2015_実験および解析的検討による散水時の盛土の初期変状に関する基礎的検討.pdf"},"version_id":"5fed7d2f-0e32-40ac-b566-769cd7b4ed87"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"embankment model test","subitem_subject_scheme":"Other"},{"subitem_subject":"rainfall","subitem_subject_scheme":"Other"},{"subitem_subject":"initial deformation","subitem_subject_scheme":"Other"},{"subitem_subject":"saturated-unsaturated seepage flow","subitem_subject_scheme":"Other"},{"subitem_subject":"analysis","subitem_subject_scheme":"Other"},{"subitem_subject":"elasto-plastic finite element analysis","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"実験および解析的検討による散水時の盛土の初期変状に関する基礎的検討","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"実験および解析的検討による散水時の盛土の初期変状に関する基礎的検討","subitem_title_language":"ja"},{"subitem_title":"Basic Study on Initial Deformation of Embankment due to Rainfall by Experiment and Simulation","subitem_title_language":"en"}]},"item_type_id":"3","owner":"1","path":["86"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2016-03-23"},"publish_date":"2016-03-23","publish_status":"0","recid":"8120","relation_version_is_last":true,"title":["実験および解析的検討による散水時の盛土の初期変状に関する基礎的検討"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-12-13T02:20:40.293202+00:00"}