The results of the study of the nature of the work of reinforced foundation pads from cohesive soil. Compacted soft-plastic loam is considered as the pad material, woven geotextile is used as a reinforcing element. Such a constructive solution of the foundation pad, as a rule, is associated with the impossibility or high cost of using classical inert materials for these structures. Previous studies have shown the high efficiency of the rational arrangement of reinforcing horizontal geosynthetic elements in sand pads. The main purpose of this study was to test the well-known approach to the use of variable reinforcement spacing for foundation pads made of cohesive soils. The goal was achieved by a numerical experiment (solving test problems) in the Plaxis 2D software package with various types of reinforcement, 4 types of reinforcement were considered. The main results of the research are the obtained schemes of vertical stresses, as well as the values of the maximum load that the base can withstand without destruction. Based on the results of the research, the formula for determining the position of the reinforcing layers with a variable reinforcement step in pads of cohesive soils was corrected. It was also found that when the layers are arranged in steps of 200 mm or less, the reinforcing effect in cohesive soils practically does not occur. It is confirmed that the variable reinforcement spacing allows achieving the maximum «inclusion in the work» of geosynthetics in comparison with other types of reinforcement considered in the framework of this study. In addition, it has been proven that in the study under consideration, the variable reinforcement spacing in cohesive soil pads is the most effective in terms of perceived load and the number of reinforcing layers applied.