Dynamics of an earth dam with account for rheological properties of soil under dynamic effect
Аsror YangievTashkent Institute of Irrigation and Agricultural Mechanization Engineers, Tashkent, UzbekistanKlara SalyamovaInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, Tashkent, UzbekistanKhusanboy TurdikulovInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, Tashkent, UzbekistanXomitxon FayzievTashkent Institute of Architecture and Civil Engineering, Tashkent, Uzbekistan
ABI
Аннотация
Abstract The design, construction and operation of high earth dams in seismic regions of the republic require continuous improvement of the methods to calculate them on basic loads and special combinations of them, including seismic ones. The aim of this work is to improve the calculation methods for earth dams, taking into account the real physical and mechanical characteristics of structure and its foundation soil under various types of loads. Improved calculation methods make it possible to predict the stress-strain state of the most vulnerable points in the dam, which will lead to a reliable and safe operation of earth dams in seismic zones.
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