The thesis explored the abrasion resistance of rubber-filled concrete in different situations such as water to cement ratio (W/C Ratio), particles dosage, particles size in order to offer reference for improving the toughness and durability of concrete. Based on the previous study, the thesis adopted underwater method to test the abrasion resistance of concrete and got the property of abrasion resistance of rubber-filled concrete in the case of different water-cement ratioes, particles dosages, particle sizes. The experiment shows that the relationship between water to cement ratio and abrasion resistance of rubber-filled concrete is close. Less W/C ratio contributes to the abrasion resistance of rubber filled concrete, but the ratio cannot cut down unlimited and must provide the required moisture of gelled material and ensure the workability in the process of construction; with the increase of mixing amount of rubber particles,the abrasion resistance of concrete first enhances and then reduces.When the mixing amount of rubber particles increases to 15%, the strength of abrasion resistance of concrete reaches the highest. while the dosage gets to 30%, the abrasion resistance of concrete is lower than that without mixing ;Among three particles dosages, the one added with the particles of diameter(2.36~4.75mm) has the best resistance of concrete,and their unit amount of wear intensity is the lowest. The mixing amount of rubber particles is the main factor that affect abrasion resistance of rubber-filled concrete, followed by W/C ratio and particle size.