{"created":"2023-03-31T02:35:34.769864+00:00","id":5587,"links":{},"metadata":{"_buckets":{"deposit":"4098286c-a90d-40ca-9be6-869e89598a10"},"_deposit":{"created_by":10,"id":"5587","owners":[10],"pid":{"revision_id":0,"type":"depid","value":"5587"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00005587","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"208","bibliographicPageStart":"197","bibliographicVolumeNumber":"64","bibliographic_titles":[{"bibliographic_title":"土木学会論文集Ｃ","bibliographic_titleLang":"ja"},{"bibliographic_title":"Doboku Gakkai Ronbunshuu C","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"間隙比が不飽和砂質土のせん断挙動に与える影響について検討するため，初期間隙比を変えた供試体を用いてサクション及び基底側方応力一定条件で不飽和三軸圧縮試験を実施した．その結果，サクション一定条件下では，破壊時とせん断終了時における基底平均主応力と主応力差の関係や，破壊時及びせん断終了時の基底平均主応力と間隙比の関係への初期間隙比の影響は，破壊時には認められるが，せん断終了時には認められなかった．また破壊時とせん断終了時の間隙比変化（ダイレタンシー）と，破壊時とせん断終了時のせん断応力（比）減少の間には，サクションに依存しない線形関係が認められた．","subitem_description_language":"ja","subitem_description_type":"Other"},{"subitem_description":"In order to examine the influence of void ratio on the shear strength and volumetric change of unsaturated sandy soil, unsaturated conventional triaxial compression test with specimens of different initial void ratio was implemented. The test results are as follows. At failure state, relation between net mean principle stress and deviator stress, and between net mean principle stress and void ratio are independent for different initial void ratio. But at critical state, those relations aren't affected by initial void ratio. The difference of deviater stress between at failure and at critical state is linear with the difference of viod ratio between at failure and at critical state, and this relation isn't affected by suction.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"公益社団法人 土木学会","subitem_publisher_language":"ja"},{"subitem_publisher":"Japan Society of Civil Engineers","subitem_publisher_language":"en"}]},"item_10001_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.2208/jscejc.64.197"}}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"笹原 克夫","creatorNameLang":"ja"},{"creatorName":"SASAHARA Katsuo","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"酒井 直樹","creatorNameLang":"ja"},{"creatorName":"SAKAI Naoki","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"栗原 淳一","creatorNameLang":"ja"},{"creatorName":"KURIHARA Junichi","creatorNameLang":"en"}]}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_title":"初期間隙比を変えた不飽和砂質土の破壊時及び限界状態付近のせん断強度と間隙比","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"初期間隙比を変えた不飽和砂質土の破壊時及び限界状態付近のせん断強度と間隙比","subitem_title_language":"ja"},{"subitem_title":"SHEAR STRENGTH AND VOID RATIO OF UNSATURATED SOIL WITH DIFFERENT INITIAL VOID RATIO AT FAILURE, CRITICAL STATE","subitem_title_language":"en"}]},"item_type_id":"40001","owner":"10","path":["1670839190650"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2024-05-06"},"publish_date":"2024-05-06","publish_status":"0","recid":"5587","relation_version_is_last":true,"title":["初期間隙比を変えた不飽和砂質土の破壊時及び限界状態付近のせん断強度と間隙比"],"weko_creator_id":"10","weko_shared_id":-1},"updated":"2024-05-07T01:52:44.994046+00:00"}