Fabric characterisation in transitional soils

A “transitional” mode of soil behaviour implies that dense and loose samples do not converge towards the same volumes within the strains and stresses applied by simple oedometer and triaxial tests. As this behaviour involves soils with different gradings and mineralogies (e.g. gap graded, well grade...

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Veröffentlicht in:	Granular matter 2018-05, Vol.20 (2), p.1-12, Article 20
Hauptverfasser:	Todisco, M. C., Coop, M. R., Pereira, J.-M.
Format:	Artikel
Sprache:	eng
Schlagworte:	Breaking down Civil Engineering Complex Fluids and Microfluidics Convergence Engineering Fluid Dynamics Engineering Sciences Engineering Thermodynamics Evolution Foundations Geoengineering Géotechnique Heat and Mass Transfer Hydraulics Industrial Chemistry/Chemical Engineering Intrusion Isotropy Materials Science Mathematical analysis Mechanics Mercury (metal) Multiscale analysis Original Paper Physics Physics and Astronomy Pore size Porosity Soft and Granular Matter Soil investigations Statistical analysis Statistical methods Stiffness Stresses
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