 The study examined the behavior of a GRS wall with static footing loading above it while varying the positions of the footing. Finite element modeling was used to analyze the behavior of the wall and the effects of different parameters were studied. The results showed that the settlement of the footing was reduced by up to 36% and the wall's ultimate bearing capacity was increased by up to 42%. This article was authored by Ananya Srivastava, Savar Jaswal and Vinay Bhushan Chauhan.