EFFECTS OF SAMPLE DISTURBANCE ON STRENGTH AND CONSOLIDATION PARAMETERS OF SOFT CLAY

• Material Type: 記事
• Title: EFFECTS OF SAMPLE DISTURBANCE ON STRENGTH AND CONSOLIDATION PARAMETERS OF SOFT CLAY
• Author/Editor: 正垣,孝晴; 金子,操
• Publication, Distribution, etc.: 日本 : 土質工学会
• Publication Date: 1994-09-15
• Publication Date (W3CDTF): 1994-09-15
• Periodical title: 土質工学会論文報告集
• No. or year of volume/issue: 34(3)
• Volume: 34(3)
• Pages: 1-10
• Text Language Code: ENG
• Alias of Author: SHOGAKI,TAKAHARU; KANEKO,MISAO
• Subject Heading: cohesive soil; consolidation; consolidation test; plasticity; sample disturbance; sampling; statistical analysis; shear strength; unconfined compression test
• Note (General): 著者所属: Department of Civil Engineering, National Defense Academy
• Persistent ID (NDL): info:ndljp/pid/10449671; https://dl.ndl.go.jp/pid/10449671
• 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/10388679; https://dl.ndl.go.jp/pid/10388679
• 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.: Statistical properties such as the mean value and the coefficient of variation of undrained shear strength and consolidation parameters of disturbed s...