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タイトル: 三軸圧縮における密な砂の変形特性
その他のタイトル: Deformation Characteristics of Dense Sands under Triaxial Compfession
著者: 落合, 英俊
著者(別表記) : Ochiai, Hidetoshi
発行日: 1974年12月
出版者: 長崎大学工学部 / Faculty of Engineering, Nagasaki University
引用: 長崎大学工学部研究報告, (5), pp.75-82; 1974
抄録: Deformation of soils are composed of shear and volumetric deformations. Volume change are caused by both shear stress and hydrostatic stress and they are respectively called dilatancy, consolidation. In granular soils such as sands and gravels, volume change caused diviator stress Cshear stress), i.e. dilatancy, is important to understand a stress-deformation relation of granular soils. In this paper, firstly, shear deformation and consolidation are separately studied in mean principal stress constant test and isotropic compression test. Secondary, supposing that deformations caused stress change are expressed as summation of their deformations, deformation characteristics of dense sands having a positive dilatancy such as principal, strain, volume change, principal strain ratio, coefficient of earth pressure at rest under triaxial compression are studied.
URI: http://hdl.handle.net/10069/23821
ISSN: 02860902
資料タイプ: Departmental Bulletin Paper
原稿種類: publisher

引用URI : http://hdl.handle.net/10069/23821



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