Pages that link to "Item:Q3714649"
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The following pages link to Simple model for transient soil loading in earthquake analysis. I. Basic model and its application (Q3714649):
Displaying 9 items.
- From solids to fluidized soils: diffuse failure mechanisms in geostructures with applications to fast catastrophic landslides (Q351884) (← links)
- A yield criterion for isotropic and cross-anisotropic cohesive-frictional materials (Q2854888) (← links)
- Explicit integration of bounding surface model for the analysis of earthquake soil liquefaction (Q2854932) (← links)
- A cyclic viscoelastic–viscoplastic constitutive model for clay and liquefaction analysis of multi-layered ground (Q3044618) (← links)
- Simple model for transient soil loading in earthquake analysis. II. Non-associative models for sands (Q3714650) (← links)
- Modelling of sand behaviour under earthquake excitation (Q3742909) (← links)
- Simplified estimation of seismically induced settlements (Q4458609) (← links)
- Kinematic hardening of soft clay in simple shear (Q4861067) (← links)
- A meshfree large-deformation analysis method for geotechnical engineering based on the RBF field variable mapping technology (Q6062477) (← links)
