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  1. ModelParaOpt2.0_Excel_STADE ModelParaOpt2.0_Excel_STADE Public

    EB, MC, MCC and CSUH model parameters were determined by non-inversion or inversion methods in Excel software.

    8 2

  2. DuncanEB-Abaqus6.14-5-UMAT-constative-model DuncanEB-Abaqus6.14-5-UMAT-constative-model Public

    This is a nonlinear elastic constitutive model(Duncan-CHANG EB) UMAT widely used in the field of geotechnical engineering. It can be used in abaqus6.14-5 to calculate the dam settlement deformation.

    Fortran 21 12