Stress-strain state of an earth dam with clay-cement-concrete core wall using the example of an earth dam of Gotsatlinskaya HPP
Analyzed were the results of numerical modeling of stress-strain state of the impervious element fulfilled by the method wall in soil made of clay-cement-concrete in the body of Gotsatlinskaya HPP dam. The elastic-plastic soil model of Coulomb-More was used in calculations as the mechanical model of soil materials.