In the construction of roadbeds in mountainous areas, crushed rock slag (CRS) generated by tunnel blasting is usually reused as road construction material to reduce environmental pollution and construction costs. A series of large-scale drained triaxial tests were conducted to investigate the mechanical behavior of CRS subjected to static and traffic loading. The static triaxial tests determined the maximum stress level that can be applied to the cyclic test. The cyclic triaxial test analyses the influence of cyclic stress amplitude and confining pressure on the cu-mulative strain of CRS material. The particle breakage of the sample under various conditions after cyclic loading was discussed, and the relationship between the relative breakage index and the final accumulated strain was analyzed. Test results indicated that with the increase in confining pressure, the peak strength of the material exhibits a continual enhancement, while the expansion behavior experiences a gradual attenuation. In the range of static failure strength, the increase of cyclic stress level will significantly increase the accumulated axial strain rate. After the cyclic loading, the particle breakage patterns are similar under different confining pressures. A good power function relationship exists between the relative breakage index and final axial strain, and further derivation of the functional expression of the relative breakage index and both cyclic stress ratio and confining pressure.

Geogrid is an important way to improve the bearing capacity of rubber gravel mixture. The dynamic characteristics and mechanism of geogrid-reinforced rubber gravel composites were investigated through large-scale triaxial tests. These tests involved graded cyclic loading with different layers of geogrids and were conducted using three representative rubber contents of gravel mixtures. The study focused on analyzing the development and evolution laws of cumulative plastic strain and hysteresis curves. Key parameters of dynamic characteristics, such as dynamic elastic modulus and damping ratio were compared. The influence mechanism of the coupling effect between geogrid reinforcement and rubber gravel mixtures was also discussed. The results showed that geogrid reinforcement could slow down the increase of cumulative plastic strain under the same dynamic stress. This effect became more pronounced with an increasing number of geogrid layers. Additionally, increasing the rubber content in the mixture improved the ductility of the specimen, but it greatly reduced the bearing energy of the reinforced composite. The shape of the hysteresis curve was primarily influenced by the rubber content, becoming more full, inclined, and its arrangement becoming sparser as the rubber content increased. Geogrids improved the dynamic elastic modulus of the specimens, showing a significant growth stage with an increasing number of geogrid layers. The rubber content had a major impact on the initial value and change trend of the damping ratio. These findings provide valuable insights into the behavior and performance of geogrid-reinforced rubber gravel composites under dynamic loading conditions. They contribute to the understanding of how geogrids can enhance the bearing capacity and improve the overall stability of engineering structures constructed with rubber gravel mixtures.