AN ISOTROPIC HARDENING ELASTOPLASTIC MODEL FOR SAND CONSIDERING THE STRESS PATH DEPENDENCY IN THREE-DIMENSIONAL STRESSES

• Material Type: 記事
• Title: AN ISOTROPIC HARDENING ELASTOPLASTIC MODEL FOR SAND CONSIDERING THE STRESS PATH DEPENDENCY IN THREE-DIMENSIONAL STRESSES
• Author/Editor: 中井,照夫
• Publication, Distribution, etc.: 日本 : 土質工学会
• Publication Date: 1989-03-15
• Publication Date (W3CDTF): 1989-03-15
• Periodical title: 土質工学会論文報告集
• No. or year of volume/issue: 29(1)
• Volume: 29(1)
• Pages: 119-137
• Text Language Code: ENG
• Alias of Author: NAKAI,TERUO
• Subject Heading: constitutive equation of soil; dilatancy; laboratory test; sand; shear strengh; static; stress path; stress-strain curve
• Note (General): 著者所属: Department of Civil Engineering, Nagoya Institute of Technology
• Persistent ID (NDL): info:ndljp/pid/10449032; https://dl.ndl.go.jp/pid/10449032
• Collection: 障害者向け資料
• Collection (Materials For Handicapped People:1): テキストデータ
• Collection (particular): 国立国会図書館デジタルコレクション > 電子書籍・電子雑誌 > 学術機関 > 学協会; https://dl.ndl.go.jp/collections/B00043
• Acquisition Basis: NII-ELS
• Available (W3CDTF): 2017-08-23
• Date Accepted (W3CDTF): 2017-08-15
• Date Captured (W3CDTF): 2017-08-15
• Format (IMT): application/pdf
• Access Restrictions: インターネット公開
• Availability of remote photoduplication service: 不可
• Periodical Title (Persistent ID (NDL)): info:ndljp/pid/10388657; https://dl.ndl.go.jp/pid/10388657
• Data Provider (Database): 国立国会図書館 : 国立国会図書館デジタルコレクション; https://dl.ndl.go.jp

• Summary, etc.: An isotropic hardening elastoplastic constitutive model for sand is developed by extending the model for clay proposed before. This model for sand (na...