DISPERSED-PHASE SOIL MODEL AND GIVEN THE FREQUENCY OF LOADING
Meyrbek Inkarbekuly Azbergen; Alexandr Nikolayevich Shevtsov
Journal Title:Theoretical & Applied Science
In the article the method of calculating the deformation of the soil under buildings using the model of dispersed-phase medium, the porosity which is defined through the volumetric strain in triaxial compression. The proposed method of calculation allows to take into account the repeated application of a cyclic load.