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In the present study behavior of different footing anchors in reinforced soil subjected to vertical pullout loads were investigated. The plate anchors were considered as footings with their axis vertical and the study was made to plate anchors in cohesive non swelling clays. To carry out these studies number of laboratory tests were conducted on anchors of different shapes (circular, square and rectangular) and sizes in reinforced and non reinforced soil using three different Geosynthetics. It was concluded that o...