Directional response of a reconstituted fine-grained soil—Part II: performance of different constitutive models
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Publication:3160808
DOI10.1002/nag.527zbMath1196.74130OpenAlexW1979027829WikidataQ59335658 ScholiaQ59335658MaRDI QIDQ3160808
Claudio Tamagnini, David Mašín, Gioacchino Viggiani, Daniele Costanzo
Publication date: 11 October 2010
Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nag.527
Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)
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An effective and stabilised \((\mathbf{u} - \boldsymbol{p_l})\) SPH framework for large deformation and failure analysis of saturated porous media ⋮ The virtual element method for rock mass with frictional cracks ⋮ A hypoplastic model for mechanical response of unsaturated soils ⋮ Analytical solution for stress and displacement of a finite thickness soil layer subjected to strip footing
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