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DISPERSED-PHASE SOIL MODEL AND GIVEN THE FREQUENCY OF LOADING
Journal: Theoretical & Applied Science (Vol.20, No. 12)Publication Date: 2014-12-30
Authors : Meyrbek Inkarbekuly Azbergen; Alexandr Nikolayevich Shevtsov;
Page : 94-96
Keywords : the soil model; the coefficient of porosity; volumetric strain; cyclic load;
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Abstract
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.
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Last modified: 2015-01-06 12:38:11