{"created":"2025-02-21T03:29:28.802935+00:00","id":2006702,"links":{},"metadata":{"_buckets":{"deposit":"14fc3277-7e45-4198-9f47-be69d14931d1"},"_deposit":{"created_by":41,"id":"2006702","owners":[41],"pid":{"revision_id":0,"type":"depid","value":"2006702"},"status":"published"},"_oai":{"id":"oai:hiroshima.repo.nii.ac.jp:02006702","sets":["1730444907710"]},"author_link":[],"item_1617186331708":{"attribute_name":"Title","attribute_value_mlt":[{"subitem_title":"Numerical analysis of soilbags under compression and cyclic shear","subitem_title_language":"en"}]},"item_1617186419668":{"attribute_name":"Creator","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Ansari, Yousef","creatorNameLang":"en"}],"familyNames":[{"familyName":"Ansari","familyNameLang":"en"}],"givenNames":[{"givenName":"Yousef","givenNameLang":"en"}]},{"creatorNames":[{"creatorName":"Merifield, Richard","creatorNameLang":"en"}],"familyNames":[{"familyName":"Merifield","familyNameLang":"en"}],"givenNames":[{"givenName":"Richard","givenNameLang":"en"}]},{"creatorNames":[{"creatorName":"Yamamoto, Haruyuki","creatorNameLang":"en"}],"familyNames":[{"familyName":"Yamamoto","familyNameLang":"en"}],"givenNames":[{"givenName":"Haruyuki","givenNameLang":"en"}]},{"creatorNames":[{"creatorName":"Sheng, Daichao","creatorNameLang":"en"}],"familyNames":[{"familyName":"Sheng","familyNameLang":"en"}],"givenNames":[{"givenName":"Daichao","givenNameLang":"en"}]}]},"item_1617186476635":{"attribute_name":"Access Rights","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_1617186499011":{"attribute_name":"Rights","attribute_value_mlt":[{"subitem_rights":"(c) 2011 Elsevier B.V. All rights reserved."}]},"item_1617186609386":{"attribute_name":"Subject","attribute_value_mlt":[{"subitem_subject":"Soilbag","subitem_subject_scheme":"Other"},{"subitem_subject":"Finite element model","subitem_subject_scheme":"Other"},{"subitem_subject":"Contact kinematic constraints","subitem_subject_scheme":"Other"},{"subitem_subject":"Soil-bag interface","subitem_subject_scheme":"Other"},{"subitem_subject":"Vertical compression","subitem_subject_scheme":"Other"},{"subitem_subject":"Cyclic shear","subitem_subject_scheme":"Other"},{"subitem_subject":"510","subitem_subject_scheme":"NDC"}]},"item_1617186626617":{"attribute_name":"Description","attribute_value_mlt":[{"subitem_description":"This paper presents a finite element model for analysing the behaviour of granular material wrapped with polyethylene bags under vertical compression and cyclic shearing. The simple Mohr-Coulomb model is used to represent the soil behaviour. The polyethylene bag is represented by a linear-elastic-perfect-plastic model. The soil-bag interface is modelled with contact constraints. The main purpose of the numerical analysis is to validate the anticipated performance of soilbags under various loading conditions and hence the effectiveness of soilbags as a method of ground improvement.","subitem_description_language":"en"}]},"item_1617186643794":{"attribute_name":"Publisher","attribute_value_mlt":[{"subitem_publisher":"Elsevier Science Ltd"}]},"item_1617186702042":{"attribute_name":"Language","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_1617186920753":{"attribute_name":"Source Identifier","attribute_value_mlt":[{"subitem_source_identifier":"0266-352X","subitem_source_identifier_type":"ISSN"},{"subitem_source_identifier":"AA10440832","subitem_source_identifier_type":"NCID"}]},"item_1617187024783":{"attribute_name":"Page Start","attribute_value_mlt":[{"subitem_start_page":"659"}]},"item_1617187056579":{"attribute_name":"Bibliographic Information","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2011","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"5","bibliographicPageEnd":"668","bibliographicPageStart":"659","bibliographicVolumeNumber":"38","bibliographic_titles":[{"bibliographic_title":"Computers and Geotechnics"},{"bibliographic_title":"Computers and Geotechnics"}]}]},"item_1617258105262":{"attribute_name":"Resource Type","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_1617265215918":{"attribute_name":"Version Type","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_b1a7d7d4d402bcce","subitem_version_type":"AO"}]},"item_1617353299429":{"attribute_name":"Relation","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.1016/j.compgeo.2011.02.002","subitem_relation_type_select":"DOI"}},{"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://dx.doi.org/10.1016/j.compgeo.2011.02.002","subitem_relation_type_select":"DOI"}}]},"item_1617605131499":{"attribute_name":"File","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_access","date":[{"dateType":"Available","dateValue":"2023-03-18"}],"displaytype":"simple","filename":"CompGeotech_38_659.pdf","filesize":[{"value":"2.4 MB"}],"mimetype":"application/pdf","url":{"objectType":"fulltext","url":"https://hiroshima.repo.nii.ac.jp/record/2006702/files/CompGeotech_38_659.pdf"},"version_id":"f247532b-4573-4c39-b0df-2236563b0069"}]},"item_1732771732025":{"attribute_name":"旧ID","attribute_value":"34809"},"item_title":"Numerical analysis of soilbags under compression and cyclic shear","item_type_id":"40003","owner":"41","path":["1730444907710"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2023-03-18"},"publish_date":"2023-03-18","publish_status":"0","recid":"2006702","relation_version_is_last":true,"title":["Numerical analysis of soilbags under compression and cyclic shear"],"weko_creator_id":"41","weko_shared_id":-1},"updated":"2025-02-21T08:11:40.244893+00:00"}