{"created":"2023-07-27T06:53:03.471318+00:00","id":47338,"links":{},"metadata":{"_buckets":{"deposit":"9cefd613-de0f-45f0-b932-c1ba1305bea2"},"_deposit":{"created_by":18,"id":"47338","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"47338"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00047338","sets":["934:935:936"]},"author_link":["81157","83593","9781","83591"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1984","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"3","bibliographicPageEnd":"26","bibliographicPageStart":"15","bibliographicVolumeNumber":"24","bibliographic_titles":[{"bibliographic_title":"Soils and Foundations"},{"bibliographic_title":"土質工学会論文報告集","bibliographic_titleLang":"en"}]}]},"item_4_creator_33":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"矢富, 盟祥"}],"nameIdentifiers":[{},{},{}]},{"creatorNames":[{"creatorName":"西原, 晃"}],"nameIdentifiers":[{}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Much attention has been paid to anisotropic behavior of soils, such as the inherent anisotropy and the stress induced anisotropy. Nevertheless, they often appear in the literature without any clear definitions. In the theory of finite deformations, the concept of isotropy is well established and is clearly distinguishable from the objectivity. However, in the infinitesimal theory, which is usually assumed in soil mechanics, they seem to be in confusion and, as a result, even simple anisotropy is not clearly defined. In this paper, we therefore first discuss the general principles of constitutive equations in finite theories and in infinitesimal theories to make a clear distinction between the objectivity and the isotropy. One of our most important results is that, if reference vectors or tensors are employed, in infinitesimal theories, the objectivity requires that anisotropic materials can be represented by isotropic functions. Using a reference tensor, we finally give a clear definition of the inherent anisotropy and the stress induced anisotropy. We then examine their difinitions employing a concrete example and show how the principles derived are useful, including the failure condition and the materials of differential type.","subitem_description_type":"Abstract"}]},"item_4_description_5":{"attribute_name":"提供者所属","attribute_value_mlt":[{"subitem_description":"金沢大学理工研究域環境デザイン学系","subitem_description_type":"Other"}]},"item_4_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00053665","subitem_identifier_reg_type":"JaLC"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"地盤工学会 = Japanese Geotechnical Society"}]},"item_4_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.3208/sandf1972.24.3_15","subitem_relation_type_select":"DOI"}}]},"item_4_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"https://ci.nii.ac.jp/naid/130003915697"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://ci.nii.ac.jp/naid/130003915697","subitem_relation_type_select":"URI"}},{"subitem_relation_name":[{"subitem_relation_name_text":"https://www.jstage.jst.go.jp/browse/sandf1972/-char/ja"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/browse/sandf1972/-char/ja","subitem_relation_type_select":"URI"}},{"subitem_relation_name":[{"subitem_relation_name_text":"http://www.jsce.or.jp/"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://www.jsce.or.jp/","subitem_relation_type_select":"URI"}}]},"item_4_rights_23":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright © 地盤工学会 Japanese Geotechnical Society"}]},"item_4_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN10496056","subitem_source_identifier_type":"NCID"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0385-1621","subitem_source_identifier_type":"ISSN"}]},"item_4_version_type_25":{"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":"Yatomi, Chikayoshi"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Nishihara, Akira"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2019-05-30"}],"displaytype":"detail","filename":"TE-PR-YATOMI-C-15.pdf","filesize":[{"value":"1.1 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-YATOMI-C-15.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/47338/files/TE-PR-YATOMI-C-15.pdf"},"version_id":"205edcea-8d96-4898-9fbb-8a0bd1e3ae13"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"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":"Principles for constitutive equations and expressions of anisotropy in soil materials","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Principles for constitutive equations and expressions of anisotropy in soil materials"}]},"item_type_id":"4","owner":"18","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2019-05-30"},"publish_date":"2019-05-30","publish_status":"0","recid":"47338","relation_version_is_last":true,"title":["Principles for constitutive equations and expressions of anisotropy in soil materials"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-07-27T16:29:04.629913+00:00"}