Abstract:In order to explore the anti-liquefaction performance of mixed sand materials when rubber particles are mixed into sandy soil roadbeds, this paper carries out related research through screening tests and dynamic triaxial tests. The influence of changes in pressure, consolidation ratio, etc. on the dynamic pore water pressure of the mixed sand sample, so as to evaluate the impact of its anti-liquefaction performance. The results show that the content of rubber particles, particle size, confining pressure and consolidation ratio are the main factors affecting the anti-liquefaction performance of mixed sand materials, and they show a positive correlation trend.