The modeled cells consist of 20 mm diameter, 200 mm in length, consisting of a single battery, 4 Without a 2 × 2 battery group with center to center a = 4d and 9 Without a battery group of 3 × 3 with center a center a = 3d, were conducted on clearly labeled clay soils differentiated by w = 20%, γ = 17 kN / m3 for the weak; w = 10%, γ = 19 kN / m 3 for the strong) while the third class of reinforced weak layer had hollow reinforcing bars placed therein. The tests were carried out in a specially designed test tank / equipment. The modeled cells were subjected to axial compression loads at an incremental rate of 0.01, 0.05, 0.1 and 1 mm / min, respectively. A linear relationship was observed between the incremental charge rate and the axial capacity of the stack and the displacement of the stack, which were also visible from the increased radius of curvature of the displaced / deformed earth from the center line of the stack.