{"created":"2021-03-01T06:33:55.654285+00:00","id":28150,"links":{},"metadata":{"_buckets":{"deposit":"7fe93358-bc7f-4340-b9a1-6822d29332d6"},"_deposit":{"id":"28150","owners":[],"pid":{"revision_id":0,"type":"depid","value":"28150"},"status":"published"},"_oai":{"id":"oai:niigata-u.repo.nii.ac.jp:00028150","sets":["453:456","503:836:1555:1575"]},"item_7_alternative_title_1":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Influence of the melted snow water on landslides"}]},"item_7_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1986-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"97","bibliographicPageStart":"91","bibliographicVolumeNumber":"8","bibliographic_titles":[{"bibliographic_title":"新潟大学積雪地域災害研究センター研究年報"},{"bibliographic_title":"新潟大学積雪地域災害研究センター研究年報","bibliographic_titleLang":"en"}]}]},"item_7_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The influences of melted snow water on landslides is considered by the method which estimates the rate of change of the safety factor in the ordinary method of slices with the assumed circular-arc failure surface. In addition to the influence of the decrease of shear strength owing to an increase of pore-water pressure along the failure surface, explained ordinarily, the other influences are presented as follows: (1) One of the influences of melted snow water is shown as the change of the safety factor consequent upon the increase of its own weight of sliding mass which depends on an increase of the wet weight of the soil mass above the groundwater level owing to the seepage water from the soil surface, as shown in Eqs. (8). (2) The other influence is due to the increase of its own weight of sliding mass by which the water content of soil near and above the groundwater level is transformed from a wet status to a saturated status owing to a rise of the groundwater level, as shown in Eqs. (8) The resultant change of the safety factor due to both the increase of its own weight and the decrease of its shear strength owing to the rise of the groundwater level is shown in Eqs. (14) or (15).","subitem_description_type":"Abstract"}]},"item_7_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"161806","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Yoshida, Shoji"}]}]},"item_7_publisher_7":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"新潟大学積雪地域災害研究センター"}]},"item_7_select_19":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_7_source_id_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00183327","subitem_source_identifier_type":"NCID"}]},"item_7_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"03877892","subitem_source_identifier_type":"ISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"吉田, 昭治"}],"nameIdentifiers":[{"nameIdentifier":"161805","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2019-08-20"}],"displaytype":"detail","filename":"8_91-97.pdf","filesize":[{"value":"467.3 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"8_91-97.pdf","url":"https://niigata-u.repo.nii.ac.jp/record/28150/files/8_91-97.pdf"},"version_id":"4f0c7c83-25a2-4531-85ac-3ab3b11b4b1c"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"landslide","subitem_subject_scheme":"Other"},{"subitem_subject":"melted snow water","subitem_subject_scheme":"Other"},{"subitem_subject":"groundwater level","subitem_subject_scheme":"Other"},{"subitem_subject":"slope stability","subitem_subject_scheme":"Other"},{"subitem_subject":"safety factor","subitem_subject_scheme":"Other"},{"subitem_subject":"地すべり","subitem_subject_scheme":"Other"},{"subitem_subject":"融雪水","subitem_subject_scheme":"Other"},{"subitem_subject":"地下水位","subitem_subject_scheme":"Other"},{"subitem_subject":"斜面安定","subitem_subject_scheme":"Other"},{"subitem_subject":"安全率","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":"融雪浸透水の地すべりへの影響について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"融雪浸透水の地すべりへの影響について"},{"subitem_title":"融雪浸透水の地すべりへの影響について","subitem_title_language":"en"}]},"item_type_id":"7","owner":"1","path":["456","1575"],"pubdate":{"attribute_name":"公開日","attribute_value":"2016-03-03"},"publish_date":"2016-03-03","publish_status":"0","recid":"28150","relation_version_is_last":true,"title":["融雪浸透水の地すべりへの影響について"],"weko_creator_id":"1","weko_shared_id":null},"updated":"2022-12-15T03:58:00.425546+00:00"}