Experimental studies and mathematical modeling for dynamic deformation of soils

Abstract eng:
A complex experimental-theoretical approach to studying the problem of high-rate strain of soft soil media is presented. This approach combines the following contemporary methods of dynamical tests: the modified Hopkinson±Kolsky method applied to medium specimens contained in holders and the method of plane wave shock experiments. The following dynamic characteristics of sand soils are obtained: shock adiabatic curves, bulk compressibility curves, and shear resistance curves. The obtained experimental data are used to study the high-rate strain process in the system of a split pressure bar, and the ... ... ... ... ... ... ... ... ... medium are verified by comparing the results of computational and natural test experiments of impact and penetration to sand and clay.

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