Pages that link to "Item:Q994707"
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The following pages link to Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand (Q994707):
Displaying 9 items.
- Micromechanical behavior of granular materials with inherent anisotropy under cyclic loading using 2D DEM (Q351950) (← links)
- A constitutive model for granular materials considering grain breakage (Q413120) (← links)
- Fractional-order modelling of state-dependent non-associated behaviour of soil without using state variable and plastic potential (Q667993) (← links)
- Analysis of the failure mode and softening behaviour of sands in true triaxial tests (Q996603) (← links)
- Hyperelastic modelling of small-strain stiffness anisotropy of cyclically loaded sand (Q2854837) (← links)
- Rational approach to anisotropy of sand (Q4243192) (← links)
- Cyclic mobility behaviour of sand by the three‐dimensional strain space multimechanism model (Q4319472) (← links)
- Discrete Element Analysis of the Fabric Evolution of Granular Soils During Cyclic Loading (Q4619182) (← links)
- A new hybrid real-coded genetic algorithm and its application to parameters identification of soils (Q4637993) (← links)