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Showing 1 to 1 of 1 for “"hyperbolic parameter"”.
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Development of an extended hyperbolic model for concrete-to-soil interfaces
… and normal stresses and unloading-reloading. The hyperbolic formulation for interfaces (Clough and Duncan 1971) is accurate for modeling the interface response in the primary loading stage under constant normal stress. However, it has not been extended to model simultaneous changes in shear and …