Using JONSWAP spectrum,the experiment on the whole physical wave model of revetment structure of Dalian offshore airport artificial island is carried out with different wave direction.Experiments show that the designed slope revetment types can keep stable in the case of extreme high water level and wave return period of 100 a and 200 a,when the bottom-protecting rubble,breast wall and accropodes in the eastern,northern and western of revetment are respectively 3 t,5 t and 7 t.The experimental results provide a scientific basis for optimizing the artificial island revetment structure.