DISPERSION - PHASIC MODEL OF SOIL AND ACCOUNT OF REPEATED LOADING
Journal: Science and world (Vol.1, No. 17)Publication Date: 2015-01-27
Authors : Azbergen M.I .; Inkarbek N.M.;
Page : 79-81
Keywords : soil model; porosity ratio; volume deformation; cyclic load.;
Abstract
The paper presents the calculation method of soil settlement of building bases with using the dispersion-phasic environment model, which porosity ratios are determined in terms of volume deformation by triaxial compression. The offered calculation method allows considering the replicate of application of cyclic load.
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