Pages that link to "Item:Q3714650"
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The following pages link to Simple model for transient soil loading in earthquake analysis. II. Non-associative models for sands (Q3714650):
Displaying 12 items.
- From solids to fluidized soils: diffuse failure mechanisms in geostructures with applications to fast catastrophic landslides (Q351884) (← links)
- Analysis, evaluation and implementation of a nonassociative model for geologic materials (Q911851) (← links)
- A strain-hardening elastoplastic model for sand-structure interface under monotonic and cyclic loading. (Q1410170) (← links)
- Implicit integration of a generalized plasticity constitutive model for partially saturated soil (Q2726107) (← links)
- A yield criterion for isotropic and cross-anisotropic cohesive-frictional materials (Q2854888) (← links)
- A generalized midpoint algorithm for the integration of a generalized plasticity model for sands (Q3617469) (← links)
- Simple model for transient soil loading in earthquake analysis. I. Basic model and its application (Q3714649) (← links)
- Modelling of sand behaviour under earthquake excitation (Q3742909) (← links)
- Seismic plastic deformation in the free field (Q4248590) (← links)
- Nonlinear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading (Q4933131) (← links)
- A Non-Matching Nodes Interface Model with Radial Interpolation Function for Simulating 2D Soil–Structure Interface Behaviors (Q4987339) (← links)
- A meshfree large-deformation analysis method for geotechnical engineering based on the RBF field variable mapping technology (Q6062477) (← links)
