A CONSTITUTIVE MODEL FOR NATURAL SOFT CLAY WITH STRAIN SOFTENING

• Material Type: 記事
• Title: A CONSTITUTIVE MODEL FOR NATURAL SOFT CLAY WITH STRAIN SOFTENING
• Author/Editor: 岡,二三生; LEROUEIL,S.; TAVENAS,F.
• Publication, Distribution, etc.: 日本 : 土質工学会
• Publication Date: 1989-09-15
• Publication Date (W3CDTF): 1989-09-15
• Periodical title: 土質工学会論文報告集
• No. or year of volume/issue: 29(3)
• Volume: 29(3)
• Pages: 54-66
• Text Language Code: ENG
• Alias of Author: OKA,FUSAO; LEROUEIL,S.; TAVENAS,F.
• Subject Heading: clay; constitutive equation of soil; overconsolidation; plasticity; strain softening; stress-strain curve; triaxial compression (IGC : D6; D5)
• Note (General): 著者所属: Department of Civil Engineering, Gifu University; 著者所属: Department of Civil Engineering, Laval University
• Persistent ID (NDL): info:ndljp/pid/10449082; https://dl.ndl.go.jp/pid/10449082
• 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/10388659; https://dl.ndl.go.jp/pid/10388659
• 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.: A constitutive model of natural soft clay with strain softening, which is an important feature of overconsolidated clay, has been developed based on t...