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ModelParaOpt2.0_Excel_STADE
ModelParaOpt2.0_Excel_STADE PublicEB, MC, MCC and CSUH model parameters were determined by non-inversion or inversion methods in Excel software.
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DuncanEB-Abaqus6.14-5-UMAT-constative-model
DuncanEB-Abaqus6.14-5-UMAT-constative-model PublicThis 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.
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