Abstract:The article is based on the five section tunnel subgrade project in the hilly and low mountain hilly areas of the northeastern Sichuan Basin. Combining with the actual geological conditions and on-site construction conditions of the project, a systematic analysis is carried out around key indicators such as layer thickness, filling moisture content, rolling speed, and rolling times. Through on-site experiments, the parameter value range of different operation sections is determined, and the parameter control methods of graded crushed stone and AB material filling materials in different operation scenarios are clarified. A quality inspection and parameter dynamic adjustment mechanism is also established. The results show that this control plan can effectively avoid common problems such as uneven compaction and later settlement of the roadbed, providing practical reference for the construction of similar tunnel roadbed filling and compaction in the same area.