Zobrazeno 1 - 10
of 173
pro vyhledávání: '"YANNIS F. DAFALIAS"'
Publikováno v:
Géotechnique. 73:44-61
A plasticity model is proposed to simulate the monotonic and cyclic behaviour of cemented sand. The model is an extension of the critical state-based bounding surface plasticity model originally developed for clean sand by researchers Y. F. Dafalias
Autor:
Vassiliki N. Georgiannou, Eleni-Maria E. Pavlopoulou, Panagiotis K. Triantafyllos, Yannis F. Dafalias
Publikováno v:
Géotechnique. 72:471-485
To evaluate the effect of stabilisation by using a colloidal silica aqueous gel on the subsequent behaviour of sand, the dilatancy and peak and ultimate strength characteristics of M31 sand were investigated before and after stabilisation. Triaxial c
Publikováno v:
Géotechnique. 72:227-246
A new constitutive model for sand is formulated by incorporating two new constitutive ingredients into the platform of a reference critical state compatible bounding surface plasticity model with kinematic hardening, in order to address primarily the
Autor:
Md Mizanur Rahman, Yannis F. Dafalias
Publikováno v:
Acta Geotechnica. 17:2305-2324
Fabric anisotropy and fines content (fc) in sands modify significantly their mechanical behaviour, particularly as related to static liquefaction under undrained conditions. The fabric anisotropy aspect, expressed by means of an evolving fabric tenso
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 46:68-88
Publikováno v:
International Journal of Solids and Structures. 269:112174
Publikováno v:
International Journal of Solids and Structures. :210-222
Fabric, expressed by means of an evolving deviatoric fabric tensor F, plays a very important role in the anisotropic mechanical response of granular materials. The Anisotropic Critical State Theory (ACST) addresses fabric anisotropy by rendering dila
Publikováno v:
International Journal of Solids and Structures. :12-31
In order to incorporate the very important role of evolving fabric anisotropy on the mechanical response of sand, a constitutive model is developed within the frameworks of Bounding Surface plasticity and Anisotropic Critical State Theory in multiaxi
Publikováno v:
Géotechnique Letters. 10:16-19
Convergence of the rotational hardening variable α used in the anisotropic models of clay plasticity, with a constitutively defined attractor/bound αb(η), function of the stress ratio η, under fixed η loading, is analytically investigated. It is