Publikace

Mixed Experimental and Numerical Approach to Evaluation of Material Parameters of Clayey soils

The present contribution reports on a mixed numerical experimental study of the time dependent processes in saturated soils with reference to isotropic consolidation. It is suggested that such a conventional laboratory experiment, when combined with a suitable optimization procedure, is sufficient in deriving the desired material parameters, including the initial void ratio, deformation dependent variation of the coefficient of permeability and the over consolidation pressure representing here an important measure of the structural strength of soils.

Za obsah této stránky zodpovídá: prof. Ing. arch. Petr Vorlík, Ph.D.