Abstract

The work presented in this article, contribut to the improvement of methods of modeling
unsaturated soil, and more specifically the study of the influence of the presence of chemical
substance on the overall mechanical behavior of soils. To this end, we conducted in laboratory
a series of permeation oedometric tests with loading various, on the clay and in the presence
of chemical contamination. The ground deformations are a function of mechanical stress,
suction (non saturation) and the mass concentration of the contaminant. This work thus allows
us to answer the following questions: (i)What is the influence of mechanical loading on the
change in concentration by the effect of consolidation? (ii)What is the influence of the
chemical on the mechanical properties?

Information

Item Type:	Conference
Divisions:
ePrint ID:	294
Date Deposited:	2015-01-28
Further Information:	Google Scholar
URI:	https://www.univ-soukahras.dz/en/publication/article/294

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