Surface faulting is hazardous for buildings and transportation systems constructed adjacent to or over the active faults, causing irreparable damages. These structures must be designed by taking into account the negative effects of surface faulting. With increasing population growth and the need to expand cities, especially in areas facing economic constraints or land shortages in large cities, the feasibility of constructing in active fault zones has increasingly concerned the attention of the Civil Engineers. Therefore, geotechnical measures, particularly laying reinforced soil foundations, contribute significantly to the reduction of undesirable effects of surface faulting. This research conducted a series of tests on foundations reinforced with geogrid, geocell, and a combination of both, subject to normal faulting, to reduce surface faulting hazards. The research simulated the behavior of a 1. 5-m wide strip foundation, placed over 6-m thick alluvium, subjected to a displacement of 60 cm. Seven tests were conducted by different types and numbers of reinforcement, which were scaled to 10. Image analysis was applied to examine the ground settlement profile, angular distortion, and fault propagation path. The results indicated that reinforcements used in the reinforced soil foundation could effectively reduce angular distortion, cause uniform settlement, and divert the fault propagation path to protect the structure against faulting. Moreover, angular distortion was reduced by 60, 30, 70, 80, and 80%, respectively in foundations reinforced with one layer of geogrid, one layer of geocell, a combination of one layer of geogrid and one layer of geocell, two layers of geogrid, and three layers of geogrid. The results also revealed that adding more than three layers of geogrid did not affect angular distortion reduction. Increased stiffness and interaction due to the increase of geogrid layers have increased the rigidity of the reinforced soil bed and prevented the propagation of the fault path below the foundation. The fault path deviates to the end of the geogrid layers, so it has a considerable and reliable distance from the foundation. Therefore, the effect of increasing the geogrid layer and reducing the structural damage due to reducing the angular distortion of the foundation, uniform subsidence, and shear bond distribution in a wider range due to increased stiffness and soil-reinforcement interaction is observed. Meanwhile, the deflection of the fault to the left of the foundation occurs to the extent that the foundation is almost without settlement and angular distortion in the fixed part of the foundation due to the increase in soil stiffness due to the increase of geogrid layers, and maximum soil settlement is transferred to the left end of the geogrid due to fault deflection. According to the results, increasing more than two layers of geogrid does not affect reducing angular distortion. The effect of the geocell layer on improving the behavior of soil foundation subject to normal faulting is to reduce 30% angular distortion, which is less effective than other reinforcements. In addition, the geocell layer has a negligible effect on the deviation of the fault path compared to the other reinforcements used in this study.