Effects of Footing Size and Aspect Ratio on the Bearing Capacity of Sand Subjected to Eccentric Loading

• Material Type: 記事
• Title: Effects of Footing Size and Aspect Ratio on the Bearing Capacity of Sand Subjected to Eccentric Loading
• Author/Editor: 岡村 未対; 三原 敦慎; 竹村 次朗 他
• Author Heading: 岡村 未対; 三原 敦慎; 竹村 次朗
• Periodical title: 地盤工学会論文報告集 = Journal of the Japanese Geotechnical Society : soils and foundations / 地盤工学会論文報告集編集委員会 編
• No. or year of volume/issue: 42(4) 2002.8
• Volume: 42
• Issue: 4
• Pages: 43～56
• Publication date of volume/issue (W3CDTF): 2002-08
• ISSN (Periodical Title): 1341-7452
• ISSN-L (Periodical Title): 1341-7452
• Publication (Periodical Title): 東京 : 地盤工学会
• Place of Publication (Country Code): JP
• Text Language Code: eng
• Subject Heading: bearing capacity; centrifuge test; deformation; eccentric loading; finite element analysis; sand; shallow rectangular footing
• NDLC: ZN1
• Target Audience: 一般
• 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
• Access Restrictions: インターネット公開
• Availability of remote photoduplication service: 不可
• Holding library: 国立国会図書館
• Call No.: Z16-797
• Related Material (URI): http://dl.ndl.go.jp/info:ndljp/pid/10423876
• Related Material (Persistent ID (NDL)): info:ndljp/pid/10423876; http://dl.ndl.go.jp/info:ndljp/pid/10423876
• Data Provider (Database): 国立国会図書館 : 国立国会図書館雑誌記事索引; https://ndlsearch.ndl.go.jp
• Bibliographic ID (NDL): 6257767; http://id.ndl.go.jp/bib/6257767
• Bibliographic Record Category (NDL): 632

• Summary, etc.: The current practice of estimating bearing capacity usually employs the conventional bearing capacity formula originally developed for strip footings ...