Theory of soil compaction by running bodies of mountain tandem-wheeled self-propelled chassis

The theory of soil compaction by running bodies of mountain tandem-wheeled self-propelled chassis is developed. Proceeding from the soil rheological properties and parameters of adaptive mountain tandem-wheeled self-propelled chassis in the deformation distribution zone is defined functional dependency between soil average density and running parts of tandem-wheeled self-propelled chassis. Is developed the technique of calculation of all physical values that are stipulated due standard for assessment of running system's parameters impact on ground. Due these parameters is stated the comparison of experimental and serial self-propelled chassis.