Application of Anisotropic Critical State Model to Triaxial Stress StrainBehaviors

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概要

• 論文の詳細を見る

• An anisotropic critical state model for K_0 consolidated soil has been presented and compared with Cam clay model based on the isotropic yield surface. The model utilizes an anisotropic yield surface within the framework of bounding surface plasticity and requires only four soil parameters. It is shown that the anisotropic model predictions agree well with the observed stress strain behaviors of K_0 consolidated soil and better than the ones by the isotropic model.

• 東海大学の論文

著者

• AKAISHI Masaru

  Department of Civil Engineering, School of Engineering

• TONOSAKI Akira

  Dept of Civil and Environmental Engineering, KIT

• TONOSAKI Akira

  Department of Civil Engineering, Devision of Environmental Engineering, Kanazawa Institute of Techno

• KAWAURA Fumiko

  Kuroiwa Design Co., Ltd.

• Tonosaki Akira

  Dept Of Civil And Environmental Engineering Kit

• Dafalias Yannis

  Department of Civil & Enviromental Engineering, University of Califormia, Davis and National Tehnica

• Tonosaki Akira

  Department Of Anatomy Yamagata University School Of Medicine

• Tonosaki Akira

  Department Of Civil Engineeringkanazawa Institute Of Technolgy

• Akaishi Masaru

  Department Of Civil Engineering

• Kawaura Fumiko

  Kuroiwa Surveyin Design Office Co. Ltd.

• Akaishi Masaru

  Department Of Civil Engineering Tokai University

• Dafalias Y

  Department Of Civil & Enviromental Engineering University Of Califormia Davis And National Tehni

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