Pages that link to "Item:Q4803338"
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The following pages link to Evaluation of a constitutive model for clays and sands: Part II - clay behaviour (Q4803338):
Displaying 8 items.
- On the initial stages of the densification and lithification of sediments (Q1789199) (← links)
- Modelling stress-induced anisotropy in multi-phase granular soils (Q2033648) (← links)
- Finite element solution for static and dynamic interactions of cylindrical rigid objects and unsaturated granular soils (Q2237475) (← links)
- Microstructural modelling of stress-dependent behaviour of Clay (Q2428227) (← links)
- Non-uniqueness of critical state line in compression and extension conditions (Q2854658) (← links)
- Evaluation of a constitutive model for clays and sands: Part I - sand behaviour (Q4803337) (← links)
- Formulation of a unified constitutive model for clays and sands (Q4952163) (← links)
- Fractional plasticity for over-consolidated soft soil (Q6113583) (← links)