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hi all, I am writing stiffness matrix [D] for element stiffness between pile and swelling soil. because of complex behavior between pile and swelling soil, i choose anisotropic matrix. How can i...
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hello all, I wonder you can help me! I am working on abaqus using UMAT subroutine. I wrote my code on fortran. i modelise a small soil consolidation 0.1*0.1. in abaqus and run it with abaqus but...
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