Pages that link to "Item:Q3423310"
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The following pages link to A hypoplastic constitutive model for clays (Q3423310):
Displaying 23 items.
- FE-investigations of micro-polar boundary conditions along interface between soil and structure (Q351904) (← links)
- FE analysis of contractant shear zones in loose granular materials (Q608158) (← links)
- Effect of fabric anisotropy on shear localization in sand during plane strain compression (Q876566) (← links)
- An anisotropic elastic-viscoplastic model for soft clays (Q960806) (← links)
- Computations of size effects in granular bodies within micro-polar hypoplasticity during plane strain compression (Q1013838) (← links)
- Strain-gradient extension of hypoplasticity (Q1018499) (← links)
- FE-investigation of shear localization in granular bodies under high shear rate (Q1032060) (← links)
- Continuous hyperplastic models for overconsolidated clays. (Q1410152) (← links)
- Evaluation of advanced constitutive modelling for cemented clayey soils: a case history. (Q1410175) (← links)
- FE-calculations of stress distribution under prismatic and conical sandpiles within hypoplasticity (Q1937402) (← links)
- Constitutive model for overconsolidated clays (Q1940781) (← links)
- Boundary effects on behaviour of granular material during plane strain compression (Q2034248) (← links)
- Debris flows with pore pressure and intergranular friction on rugged topography (Q2313654) (← links)
- Thermomechanical formulation of a small-strain model for overconsolidated clays (Q2748133) (← links)
- A small-strain overlay model (Q2848322) (← links)
- Constitutive approach for rate-sensitive anisotropic structured clays (Q2854953) (← links)
- A hypoplastic model for mechanical response of unsaturated soils (Q2856320) (← links)
- An Updated Hypoplastic Constitutive Model, Its Implementation and Application (Q2890059) (← links)
- Modeling of bearing capacity of footings on sand within stochastic micro-polar hypoplasticity (Q3084152) (← links)
- Modelling the behaviour of an embankment on soft clay with different constitutive models (Q3160784) (← links)
- Directional response of a reconstituted fine-grained soil—Part II: performance of different constitutive models (Q3160808) (← links)
- An anisotropic hardening constitutive model based on Generalized Isotropic Hardening rule for modelling clay behaviour (Q4859261) (← links)
- Formulation of a unified constitutive model for clays and sands (Q4952163) (← links)