{"_buckets": {"deposit": "f460dd44-6ee1-4833-9fcd-526c3b5efeed"}, "_deposit": {"id": "28503", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "28503"}, "status": "published"}, "_oai": {"id": "oai:niigata-u.repo.nii.ac.jp:00028503"}, "item_7_alternative_title_1": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "Prediction of Consolidation of Soft Soil Layers due to Road Embankment"}]}, "item_7_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2002-08", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "1", "bibliographicPageEnd": "56", "bibliographicPageStart": "49", "bibliographicVolumeNumber": "55", "bibliographic_titles": [{"bibliographic_title": "\u65b0\u6f5f\u5927\u5b66\u8fb2\u5b66\u90e8\u7814\u7a76\u5831\u544a"}, {"bibliographic_title": "\u65b0\u6f5f\u5927\u5b66\u8fb2\u5b66\u90e8\u7814\u7a76\u5831\u544a", "bibliographic_titleLang": "en"}]}]}, "item_7_description_4": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "BIOT\u306e\u5727\u5bc6\u7406\u8ad6\u306b\u3082\u3068\u3065\u304f\u5f3e\u6027\u5727\u5bc6\u89e3\u6790\u306e\u6982\u8981\u3092\u7d39\u4ecb\u3057\u3001\u8edf\u5f31\u5730\u76e4\u306e\u76db\u571f\u306b\u3068\u3082\u306a\u3046\u6319\u52d5\u89e3\u6790\u306b\u9069\u7528\u3057\u305f\u3002\u5727\u5bc6\u89e3\u6790\u306b\u306f\u3001GHABOUSSI and WILSON\u306b\u3088\u308a\u5b9a\u5f0f\u5316\u3055\u308c\u305f\u6709\u9650\u8981\u7d20\u6cd5\u3092\u7528\u3044\u305f\u3002\u307e\u305a\u3001\u4e0d\u98fd\u548c\u72b6\u614b\u306e\u5730\u76e4\u307e\u3067\u8003\u616e\u3067\u304d\u308bBIOT\u306e\u5727\u5bc6\u7406\u8ad6\u306e\u7279\u5fb4\u3092\u7d39\u4ecb\u3057\u30011\u6b21\u5143\u304a\u3088\u30732\u6b21\u5143\u5727\u5bc6\u554f\u984c\u306e\u7406\u8ad6\u89e3\u3068\u6bd4\u8f03\u3059\u308b\u3053\u3068\u306b\u3088\u308a\u3001\u6709\u9650\u8981\u7d20\u6cd5\u3092\u7528\u3044\u305f\u5727\u5bc6\u89e3\u6790\u6cd5\u306e\u5b9f\u52d9\u6027\u3092\u8abf\u3079\u305f\u3002\u6b21\u3044\u3067\u8edf\u5f31\u5730\u76e4\u306b\u9069\u7528\u3057\u3001\u9053\u8def\u76db\u571f\u306e\u65b0\u8a2d\u306b\u3068\u3082\u306a\u3046\u5727\u5bc6\u6c88\u4e0b\u6319\u52d5\u306e\u7279\u5fb4\u3092\u8abf\u3079\u305f\u3002\u5730\u76e4\u306f\u8edf\u5f31\u306a\u7c98\u6027\u571f\u3067\u69cb\u6210\u3055\u308c\u3001\u89e3\u6790\u306b\u5fc5\u8981\u306a\u6750\u6599\u7279\u6027\u306f\u3001\u30dc\u30fc\u30ea\u30f3\u30b0\u8a66\u6599\u306e\u5727\u5bc6\u8a66\u9a13\u3088\u308a\u6c7a\u5b9a\u3057\u305f\u3002\u7d76\u5bfe\u91cf\u306f\u5c0f\u3055\u3044\u3082\u306e\u306e\u3001\u9577\u671f\u306b\u308f\u305f\u3063\u3066\u5727\u5bc6\u5909\u5f62\u304c\u7d99\u7d9a\u3059\u308b\u3053\u3068\u3092\u793a\u3057\u305f\u3002", "subitem_description_type": "Abstract"}, {"subitem_description": "A numerical analysis of linear consolidation was introduced to investigate deformation of soft soil layers due to embankment on the ground surface. Theoretical equations of the numerical analysis were derived based on the BIOT\u2019s theory of consolidation, and were formalized into a finite element equation according to the procedure proposed by GHABOUSSI and WILSON. Firstly the BIOT\u2019s theory of consolidation was described briefly. An accuracy of the finite element analysis was examined by comparing the calculated results with the theoretical solutions in one-dimensional and two-dimensional consolidation of soil. Then the finite element analysis was applied to predict the consolidation of the soft soil on which a new embankment of a road was to be constructed. The soil was layered by soft clay soils and volcanic clay. Soil parameters that were required in the finite element analysis were determined by laboratory consolidation tests of soil sampled during boring tests. It was predicted that a small amount of consolidation of soil would be continued during some years.", "subitem_description_type": "Abstract"}]}, "item_7_full_name_3": {"attribute_name": "\u8457\u8005\u5225\u540d", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "163958", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Morii, Toshihiro"}]}]}, "item_7_publisher_7": {"attribute_name": "\u51fa\u7248\u8005", "attribute_value_mlt": [{"subitem_publisher": "\u65b0\u6f5f\u5927\u5b66\u8fb2\u5b66\u90e8"}]}, "item_7_select_19": {"attribute_name": "\u8457\u8005\u7248\u30d5\u30e9\u30b0", "attribute_value_mlt": [{"subitem_select_item": "publisher"}]}, "item_7_source_id_11": {"attribute_name": "\u66f8\u8a8c\u30ec\u30b3\u30fc\u30c9ID", "attribute_value_mlt": [{"subitem_source_identifier": "AN00183393", "subitem_source_identifier_type": "NCID"}]}, "item_7_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "03858634", "subitem_source_identifier_type": "ISSN"}]}, "item_creator": {"attribute_name": "\u8457\u8005", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "\u68ee\u4e95, \u4fca\u5e83"}], "nameIdentifiers": [{"nameIdentifier": "163957", "nameIdentifierScheme": "WEKO"}]}]}, "item_files": {"attribute_name": "\u30d5\u30a1\u30a4\u30eb\u60c5\u5831", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2019-08-20"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "KK_55(1)_49-56.pdf", "filesize": [{"value": "583.7 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 583700.0, "url": {"label": "KK_55(1)_49-56.pdf", "url": "https://niigata-u.repo.nii.ac.jp/record/28503/files/KK_55(1)_49-56.pdf"}, "version_id": "10869056-e17b-4415-95d7-43ef79aa47c9"}]}, "item_keyword": {"attribute_name": "\u30ad\u30fc\u30ef\u30fc\u30c9", "attribute_value_mlt": [{"subitem_subject": "\u5727\u5bc6\u7406\u8ad6", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u7dda\u5f62\u5727\u5bc6\u89e3\u6790", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u8edf\u5f31\u5730\u76e4", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u76db\u571f", "subitem_subject_scheme": "Other"}, {"subitem_subject": "\u6709\u9650\u8981\u7d20\u6cd5", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Theory of soil consolidation", "subitem_subject_scheme": "Other"}, {"subitem_subject": "linear analysis of consolidation", "subitem_subject_scheme": "Other"}, {"subitem_subject": "soft soil", "subitem_subject_scheme": "Other"}, {"subitem_subject": "finite element method", "subitem_subject_scheme": "Other"}]}, "item_language": {"attribute_name": "\u8a00\u8a9e", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_resource_type": {"attribute_name": "\u8cc7\u6e90\u30bf\u30a4\u30d7", "attribute_value_mlt": [{"resourcetype": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "\u76db\u571f\u306b\u3068\u3082\u306a\u3046\u8edf\u5f31\u5730\u76e4\u306e\u5727\u5bc6\u5909\u5f62\u306e\u4e88\u6e2c", "item_titles": {"attribute_name": "\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_title": "\u76db\u571f\u306b\u3068\u3082\u306a\u3046\u8edf\u5f31\u5730\u76e4\u306e\u5727\u5bc6\u5909\u5f62\u306e\u4e88\u6e2c"}, {"subitem_title": "\u76db\u571f\u306b\u3068\u3082\u306a\u3046\u8edf\u5f31\u5730\u76e4\u306e\u5727\u5bc6\u5909\u5f62\u306e\u4e88\u6e2c", "subitem_title_language": "en"}]}, "item_type_id": "7", "owner": "1", "path": ["453/456", "485/872/1583/1612"], "permalink_uri": "http://hdl.handle.net/10191/17323", "pubdate": {"attribute_name": "\u516c\u958b\u65e5", "attribute_value": "2012-01-31"}, "publish_date": "2012-01-31", "publish_status": "0", "recid": "28503", "relation": {}, "relation_version_is_last": true, "title": ["\u76db\u571f\u306b\u3068\u3082\u306a\u3046\u8edf\u5f31\u5730\u76e4\u306e\u5727\u5bc6\u5909\u5f62\u306e\u4e88\u6e2c"], "weko_shared_id": null}