![]() ![]() J Soil Mech Found Div ASCE 88:13–34īehera RN, Patra CR (2018) Ultimate bearing capacity prediction of eccentrically inclined loaded strip footings. īalla A (1962) Bearing capacity of foundations. īadakhshan E, Noorzad A (2017) Effect of footing shape and load eccentricity on the behaviour of the geosynthetic reinforced sand bed. Load inclination with the vertical \(D_\)īadakhshan E, Noorzad A (2015) Load eccentricity effects on the behaviour of circular footings reinforced with geogrid sheets. ![]() Vertical distance between two consecutive layers N Location of the top layer of reinforcement from the bottom the foundation h Reduction Factor for the unreinforced and reinforced case: respectively UBC:
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