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In this study, it was investigated the additional vertical stress behavior and load-settlement curve behaviors of two different conditions whose reinforced zone depths are same. Geotextile is the rein-forcement and the strip conditions for unpaved road was used in the laboratory model tests. Measure-ments were compared with literature theories and with each other. As a result, it was noticed that each additional reinforcement layer affects the stress behavior in soil and different parameters can affect the values of stress. When the stress values were compared with the loading and settlement behavior of mod-el, there is a good correlation between them.