Russian Federation
GRNTI 67.29 Объекты строительства
BBK 38 Строительство
The statement of the problem of determining stress-strain state of retaining hydro-technical structure under basic loads - gravity, hydrostatic pressure, soil moisture content – is given in the paper. The problem is solved in a plane elastic formulation using finite element method. The results of solving the problems are displacements, stresses and strains in earth structure. As an example, the earth dam of Rezaksay water reservoir in Uzbekistan is considered. A number of conclusions related to structure’s constructions are drawn, as well as the influence of physical and mechanical properties of the soil (local rock mass) on stress-strain state is revealed.
earth dams, gravity, finite element method, stress, strain, displacement, moisture content.
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