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  1. ali-kho2

    discrepancies in stress values of linear elastic axisymmetric model of a three-layered pavement

    Sure, thank you for your time. here are the contours of vertical stress (S22), vertical strain (E22) horizontal stress (S11), and Horizontal Strain (E11). thanks,
  2. ali-kho2

    discrepancies in stress values of linear elastic axisymmetric model of a three-layered pavement

    Here are the model geometry and boundary conditions: The Subgrade section partition was also assigned the material or section property of the subbase layer to simulate a three-layered system. Thanks,
  3. ali-kho2

    discrepancies in stress values of linear elastic axisymmetric model of a three-layered pavement

    Hello every one, I have been performing a finite element analysis of load-deformation in a three-layered pavement system loaded by a uniform circular static loading in ABAQUS CAE. The nodal points are restrained both vertically and horizontally at the bottom layer; vertically at the radial...

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