ON CERTAIN PECULIARITIES OF MODELS OF MULTIPHASE SOILS MECHANICS
N. E. Galiullina, M. G. Khramchenkov, E. M. Khramchenkov, A. N. Chekalin, V. V. Mikhailov
VANT. Ser.: Mat. Mod. Fiz. Proc 2011. Вып.3. С. 45-51.
Considered here is consolidation equation of soil under load (Florin equation) for the case of immiscible liquid saturation of soil, as well as for the case of liquid phase sub-saturation of soil. Deformation detected effects important for interpretation of experimental results of compression tests for unsaturated and multiphase soils, were analyzed. The suggested models allow computation of the effect of such factors as operating time of water beds at late stage, layer discharge of storage-preserved matters, isolating layer penetration of contaminations.Keywords: hydrodynamics, mass balance equation, deformations, effective stresses.
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