Pages that link to "Item:Q5435724"
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The following pages link to Liquefaction and cyclic mobility model for saturated granular media (Q5435724):
Displaying 15 items.
- Modeling liquefaction of water saturated granular material under undrained cyclic shearing (Q608600) (← links)
- Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand (Q994707) (← links)
- \(u\)-\(w\) formulation for dynamic problems in large deformation regime solved through an implicit meshfree scheme (Q1624389) (← links)
- Static liquefaction of a saturated loose sand stratum (Q1863343) (← links)
- Modeling of cyclic mobility in saturated cohesionless soils. (Q1868670) (← links)
- The liquefaction cycle and the role of drainage in liquefaction (Q2386740) (← links)
- Explicit integration of bounding surface model for the analysis of earthquake soil liquefaction (Q2854932) (← links)
- Numerical modelling of dynamic consolidation on granular soils (Q2856288) (← links)
- Cyclic Mobility of Sand and Its Simulation in Boundary Value Problems (Q2890057) (← links)
- A cyclic viscoelastic–viscoplastic constitutive model for clay and liquefaction analysis of multi-layered ground (Q3044618) (← links)
- Modelling of sand behaviour under earthquake excitation (Q3742909) (← links)
- Fundamental yet simplified model for liquefaction instability (Q4240097) (← links)
- Cyclic mobility behaviour of sand by the three‐dimensional strain space multimechanism model (Q4319472) (← links)
- Analysis of liquefaction susceptibility of nearly saturated sands (Q4933126) (← links)
- Effects of boundary conditions and partial drainage on cyclic simple shear test results—a numerical study (Q5311864) (← links)
