WEKO3
インデックスリンク
アイテム
{"_buckets": {"deposit": "e907788d-3189-472b-a37f-8f1cd5c9c886"}, "_deposit": {"created_by": 3, "id": "8132", "owners": [3], "pid": {"revision_id": 0, "type": "depid", "value": "8132"}, "status": "published"}, "_oai": {"id": "oai:fukuyama-u.repo.nii.ac.jp:00008132", "sets": ["711"]}, "author_link": ["43607", "43609", "43608"], "item_1_biblio_info_14": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2003-12", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "70", "bibliographicPageStart": "65", "bibliographicVolumeNumber": "27", "bibliographic_titles": [{"bibliographic_title": "福山大学工学部紀要"}]}]}, "item_1_creator_6": {"attribute_name": "著者名(日)", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "柴田, 徹"}], "nameIdentifiers": [{"nameIdentifier": "43607", "nameIdentifierScheme": "WEKO"}]}]}, "item_1_description_1": {"attribute_name": "ページ属性", "attribute_value_mlt": [{"subitem_description": "P(論文)", "subitem_description_type": "Other"}]}, "item_1_description_12": {"attribute_name": "抄録(英)", "attribute_value_mlt": [{"subitem_description": "The stress (p)-strain(ε) relationship of clays under K_0-consolidation is influenced by numerous factors: strain rate(ε^^.), temperature(T), disturbance, and stress path, etc. In this paper, ε^^. and T are considered as the major factors, and their effects are studied. The first part of the paper, on the basis of the published data, p-ε-ε^^. relationships are developed; the results are shown by the curved surface of Fig.8. In a second part, results of separated type consolidometer, carried out at the Port \u0026 Harbour Research Inst., are discussed. In this type of test,the soil layer is divided into five inter-connected subspecimens. At the same time, a stydy is made of the in-situ p-ε curves measured at the construction site of the Kansai International Airport. Finally, the combined effect of ε^^. and T has been quantified, and the yield stress p_y can be described as a function of ε and T,[Eq.(4)]. Moreover,it is shown that the p-ε curves obtained at various ε^^. and T coincid on the conditions of Eq. (5).", "subitem_description_type": "Other"}]}, "item_1_full_name_7": {"attribute_name": "著者名よみ", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "43608", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "シバタ, トオル"}]}]}, "item_1_full_name_8": {"attribute_name": "著者名(英)", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "43609", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "SHIBATA, Toru", "nameLang": "en"}]}]}, "item_1_source_id_13": {"attribute_name": "雑誌書誌ID", "attribute_value_mlt": [{"subitem_source_identifier": "AN00217655", "subitem_source_identifier_type": "NCID"}]}, "item_1_text_10": {"attribute_name": "著者所属(英)", "attribute_value_mlt": [{"subitem_text_language": "en", "subitem_text_value": "Department of Civil and Environmental Engineering, Faculty of Engineering, Fukuyama University"}]}, "item_1_text_9": {"attribute_name": "著者所属(日)", "attribute_value_mlt": [{"subitem_text_value": "福山大学工学部建設環境工学科"}]}, "item_files": {"attribute_name": "ファイル情報", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2003-12-01"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "KJ00005781528.pdf", "filesize": [{"value": "574.1 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 574100.0, "url": {"url": "https://fukuyama-u.repo.nii.ac.jp/record/8132/files/KJ00005781528.pdf"}, "version_id": "88ab973e-c9e7-460a-a98b-c52fb8a07483"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "応力-ひずみ", "subitem_subject_scheme": "Other"}, {"subitem_subject": "K_0-圧密", "subitem_subject_scheme": "Other"}, {"subitem_subject": "粘土", "subitem_subject_scheme": "Other"}, {"subitem_subject": "ひずみ速度", "subitem_subject_scheme": "Other"}, {"subitem_subject": "温度", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Stress-Strain", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "K_0-consolidation", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Clay", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Strain-rate", "subitem_subject_language": "en", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Temperature", "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", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "K_0-圧密を受ける粘土の応力-ひずみ特性", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "K_0-圧密を受ける粘土の応力-ひずみ特性"}, {"subitem_title": "Stress-Strain Characteristics of Clays under K_0-consolidation", "subitem_title_language": "en"}]}, "item_type_id": "1", "owner": "3", "path": ["711"], "permalink_uri": "https://fukuyama-u.repo.nii.ac.jp/records/8132", "pubdate": {"attribute_name": "公開日", "attribute_value": "2003-12-01"}, "publish_date": "2003-12-01", "publish_status": "0", "recid": "8132", "relation": {}, "relation_version_is_last": true, "title": ["K_0-圧密を受ける粘土の応力-ひずみ特性"], "weko_shared_id": -1}
K_0-圧密を受ける粘土の応力-ひずみ特性
https://fukuyama-u.repo.nii.ac.jp/records/8132
https://fukuyama-u.repo.nii.ac.jp/records/81329370619e-dc9b-4eda-931d-406560ebe14d
名前 / ファイル | ライセンス | アクション |
---|---|---|
KJ00005781528.pdf (574.1 kB)
|
|
Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2003-12-01 | |||||
タイトル | ||||||
タイトル | K_0-圧密を受ける粘土の応力-ひずみ特性 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Stress-Strain Characteristics of Clays under K_0-consolidation | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 応力-ひずみ | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | K_0-圧密 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 粘土 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | ひずみ速度 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 温度 | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Stress-Strain | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | K_0-consolidation | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Clay | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Strain-rate | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Temperature | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | departmental bulletin paper | |||||
ページ属性 | ||||||
内容記述タイプ | Other | |||||
内容記述 | P(論文) | |||||
著者名(日) |
柴田, 徹
× 柴田, 徹 |
|||||
著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 43608 | |||||
姓名 | シバタ, トオル | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 43609 | |||||
姓名 | SHIBATA, Toru | |||||
言語 | en | |||||
著者所属(日) | ||||||
値 | 福山大学工学部建設環境工学科 | |||||
著者所属(英) | ||||||
言語 | en | |||||
値 | Department of Civil and Environmental Engineering, Faculty of Engineering, Fukuyama University | |||||
抄録(英) | ||||||
内容記述タイプ | Other | |||||
内容記述 | The stress (p)-strain(ε) relationship of clays under K_0-consolidation is influenced by numerous factors: strain rate(ε^^.), temperature(T), disturbance, and stress path, etc. In this paper, ε^^. and T are considered as the major factors, and their effects are studied. The first part of the paper, on the basis of the published data, p-ε-ε^^. relationships are developed; the results are shown by the curved surface of Fig.8. In a second part, results of separated type consolidometer, carried out at the Port & Harbour Research Inst., are discussed. In this type of test,the soil layer is divided into five inter-connected subspecimens. At the same time, a stydy is made of the in-situ p-ε curves measured at the construction site of the Kansai International Airport. Finally, the combined effect of ε^^. and T has been quantified, and the yield stress p_y can be described as a function of ε and T,[Eq.(4)]. Moreover,it is shown that the p-ε curves obtained at various ε^^. and T coincid on the conditions of Eq. (5). | |||||
雑誌書誌ID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00217655 | |||||
書誌情報 |
福山大学工学部紀要 巻 27, p. 65-70, 発行日 2003-12 |