SHEAR BANDS FORMATION NUMERICALLY SIMULATED BY A NON-COAXIAL CAM-CLAY MODEL

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概要

• 論文の詳細を見る

• This paper is concerned with the formation of the shear bands by employing the finite element method with a non-coaxial Cam-clay model developed in our last paper (Yatomi et al., 1989). This finite element method for finite strains is formulated as a soil/water coupling form based on the updated Lagrangean scheme. A demonstration of shear bands formation is given in a classical rigid punch problem without introducing any initial imperfections into the material elements.

• 1989-12-15

著者

• 矢富 盟祥

  Dept. Of Aeronautical Eng. Kyoto University

• 飯塚 敦

  Dept. of Architecture and Civil engineering, Kobe University

• 八嶋 厚

  Disaster Prevention Research Institute, Kyoto University

• 佐野 郁雄

  Dept. of Civil Eng., Kyoto University

• 飯塚 敦

  Dept. of Civil Eng., Kanazawa University

• 矢富 盟祥

  Dept. of Aeronautical Eng., Kyoto University

関連論文

• PRINCIPLES FOR CONSTITUTIVE EQUATIONS AND EXPRESSIONS OF ANISOTROPY IN SOIL MATERIALS
• DEFORMATION ANALYSIS OF SOFT SUBSOIL ON SLOPING BEDROCK LOADED BY HIGHWAY EMBANKMENT WITH STABILIZATION METHODS
• 非共軸Cam-Clayモデルによるせん断帯生成の数値シミュレーション(『土質工学会論文報告集』Vol. 29,No.4 (1989年12月発行)掲載論文の概要)
• 非共軸Cam-Clayモデルによるせん断帯の生成に関する基礎理論(『土質工学会論文報告集』Vol. 29,No.3 (1989年9月発行)掲載論文の概要)
• GENERAL THEORY OF SHEAR BANDS FORMATION BY A NON-COAXIAL CAM-CLAY MODEL
• MODEL TESTS AND ANALYSES OF LATERALLY LOADED PILE GROUPS
• SHEAR BANDS FORMATION NUMERICALLY SIMULATED BY A NON-COAXIAL CAM-CLAY MODEL

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