Pages that link to "Item:Q3423298"
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The following pages link to Stress-dilatancy based modelling of granular materials and extensions to soils with crushable grains (Q3423298):
Displaying 13 items.
- On convexity, normality, pre-consolidation pressure, and singularities in modelling of granular materials (Q608161) (← links)
- Future continuum models for granular materials in penetration analyses (Q608162) (← links)
- Modelling stress-induced anisotropy in multi-phase granular soils (Q2033648) (← links)
- Equivalent deformation modulus of sandy pebble soil -- mathematical derivation and numerical simulation (Q2091931) (← links)
- Deformation analysis of granular soils under dynamic compaction based on stochastic medium theory (Q2298610) (← links)
- Critical softening in Cam-Clay plasticity: adaptive viscous regularization, dilated time and numerical integration across stress-strain jump discontinuities (Q2449907) (← links)
- Modeling of a cyclic plane strain compression-extension test in granular bodies within a polar hypoplasticity (Q2498349) (← links)
- An enhanced constitutive model for crushable granular materials (Q2854862) (← links)
- Dilatancy of granular materials in a strain space multiple mechanism model (Q2855259) (← links)
- Developing elasto-plastic models without establishing any expression for the yield function (Q2855303) (← links)
- Influence of Contact Modelling on the Macroscopic Plastic Response of Granular Soils Under Cyclic Loading (Q2928082) (← links)
- Stress-dilatancy and force chain evolution (Q3084155) (← links)
- A constitutive model for granular materials with grain crushing and its application to a pyroclastic soil (Q4805698) (← links)
