JUSTIFICATION OF RATIONAL SCHEMES OF MOVEMENT AND ROTATIONS OF MACHINES DURING SCHEDULING WORKS

Abstract

This paper analyzes the rational variations of the field movement and turning schemes of basal leveling aggregates. Based on the results of the study, the working path coefficient of the leveling unit PPA-3.1 was determined. The coefficient was based on mathematical operations using known methods to show that the maximum value of a field with a length of 400 m, a width of 100 m and a curvature of 900 m without ridges is 0.91.