Abstract: The scaled suction caisson is a new type of the offshore mooring foundation, which can be applied to the floating structures and offshore photostatic power. A series of the inclined loading model tests are carried out on the scaled suction caisson, and the pull-out bearing capacity and failure mode at different mooring depth are investigated. The study shows that the pull-out bearing capacity increases with increasing of the inclined loading angle, but firstly increases, then decreases with increasing of the mooring depth. Compared with the traditional suction caisson, the ultimate pull-out bearing capacity of the scaled suction caisson increases by 8.4%, 13.6%, 41.2% and 28.6% when the inclined angle θ=20°, 40°, 60° and 80°. When the mooring depth locates at 0~ 0.58 times foundation height, the failure mode of the scaled suction caisson changes from forward to the backward rotation with increasing the inclined loading angle. The scaled suction caisson occurs backward rotation when the mooring depth locates at 0.75~1 times foundation height. Under the disturbance of the scaled suction caisson, the soils surrounding the scaled suction caisson appear the uplift and subsidence in the loading and opposite direction, respectively. The range of the uplift and subsidence areas obviously expands compared with the traditional suction caisson. The result demonstrates that more soils can be mobilized by the scaled suction caisson to resist the external loads. In terms of the calculation model by proposed by Liu, the formula calculating the pull-out bearing capacity of the scaled suction caisson located at optimum mooring depth is proposed. The predicted pull-out bearing capacity using the proposed method agrees well with model test results.