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STRAIN CHARACTERISTICS OF SOIL AND METHODS OF THEIR DETERMINATION

Karim SultanovTashkent Institute of Irrigation and Agricultural Mechanization EngineersPavel LoginovTashkent Institute of Irrigation and Agricultural Mechanization EngineersZulfiya SalikhovaTashkent Institute of Irrigation and Agricultural Mechanization Engineers

Irrigatsiya va Melioratsiyajournal2018en

ABI

Annotatsiya

The method to define strain characteristics of soil under dynamic loading is proposed based on the results of experiments on dynamic compression of soils on the device for dynamic loading in laboratory conditions; the method allows solving wave problems with the statement similar to the statement of experiments. Using the proposed method, the modulus of dynamic and static compression, the modulus of unloading, the coefficient of viscosity of loess soil in the range of seismic loads are determined in accordance with elastic-visco-plastic model of soil developed by G.M.Lyakhov.

Mavzular

Geotechnical and Geomechanical Engineering Industrial Engineering and Technologies Mining and Gasification Technologies

Identifikatorlar

DOI: 10.35938/2018.1.12.10

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