Pages that link to "Item:Q3160808"
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The following pages link to Directional response of a reconstituted fine-grained soil—Part II: performance of different constitutive models (Q3160808):
Displaying 12 items.
- Evaluation of advanced constitutive modelling for cemented clayey soils: a case history. (Q1410175) (← links)
- The virtual element method for rock mass with frictional cracks (Q2058066) (← links)
- Analytical solution for stress and displacement of a finite thickness soil layer subjected to strip footing (Q2109633) (← links)
- The incremental response of soils. An investigation using a discrete-element model (Q2583251) (← links)
- An effective and stabilised \((\mathbf{u} - \boldsymbol{p_l})\) SPH framework for large deformation and failure analysis of saturated porous media (Q2693444) (← links)
- A hypoplastic model for mechanical response of unsaturated soils (Q2856320) (← 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 I: experimental investigation (Q3160807) (← links)
- Generalized strain probing of constitutive models (Q3376576) (← links)
- A hypoplastic constitutive model for clays (Q3423310) (← links)
- On the volumetric deformation of reconstituted soils (Q4486849) (← links)
- Application of an advanced multi-surface kinematic constitutive soil model (Q4492742) (← links)
