Pages that link to "Item:Q1868670"
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The following pages link to Modeling of cyclic mobility in saturated cohesionless soils. (Q1868670):
Displaying 11 items.
- Consistent tangent moduli for multi-yield-surface \(J_{2}\) plasticity model (Q416097) (← links)
- Modeling liquefaction of water saturated granular material under undrained cyclic shearing (Q608600) (← links)
- Finite element response sensitivity analysis of multi-yield-surface \(J_{2}\) plasticity model by direct differentiation method (Q658234) (← links)
- The spectral cell method in nonlinear earthquake modeling (Q1693300) (← links)
- Multiscale, multiphysics modeling of saturated granular materials in large deformation (Q2683458) (← links)
- On the determination of a set of material constants for a high-cycle accumulation model for non-cohesive soils (Q2854853) (← links)
- Numerical simulation of fully saturated porous materials (Q2856301) (← links)
- Cyclic Mobility of Sand and Its Simulation in Boundary Value Problems (Q2890057) (← links)
- Modeling of Elastic-Plastic Deformation Based on Updated Initial Configuration of Solid Body (Q5214634) (← links)
- Liquefaction and cyclic mobility model for saturated granular media (Q5435724) (← links)
- A practical stress correction method for improving stability of state-based peridynamics based on stress equilibrium equation (Q6537882) (← links)
