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Information Journal Paper

Title

MODELING OF STRENGTH ANISOTROPY IN GRANULAR SOILS BY A BOUNDING SURFACE CONSTITUTIVE MODEL

Pages

  55-63

Keywords

Not Registered.

Abstract

 In this paper, the effect of rotation of principal stress axes on anisotropic strength and deformation behaviors of granular soils has been studied by proposing a new bounding surface plasticity model. Due to incorporation of state parameter into the formulation, the model is capable of considering the effect of soil state over wide ranges of densities and void ratios. Location of critical state line is defined between two boundaries which are those under compression and extension modes of triaxial. Finally the model is evaluated compared with the experimental results obtained from hollow cylindrical apparatus.

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    APA: Copy

    LASHKARI, A., & LATIFI, MANOUCHEHR. (2008). MODELING OF STRENGTH ANISOTROPY IN GRANULAR SOILS BY A BOUNDING SURFACE CONSTITUTIVE MODEL. INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN), 19(8-1 (SUPPLEMENT CIVIL ENGINEERING)), 55-63. SID. https://sid.ir/paper/65540/en

    Vancouver: Copy

    LASHKARI A., LATIFI MANOUCHEHR. MODELING OF STRENGTH ANISOTROPY IN GRANULAR SOILS BY A BOUNDING SURFACE CONSTITUTIVE MODEL. INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN)[Internet]. 2008;19(8-1 (SUPPLEMENT CIVIL ENGINEERING)):55-63. Available from: https://sid.ir/paper/65540/en

    IEEE: Copy

    A. LASHKARI, and MANOUCHEHR LATIFI, “MODELING OF STRENGTH ANISOTROPY IN GRANULAR SOILS BY A BOUNDING SURFACE CONSTITUTIVE MODEL,” INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN), vol. 19, no. 8-1 (SUPPLEMENT CIVIL ENGINEERING), pp. 55–63, 2008, [Online]. Available: https://sid.ir/paper/65540/en

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