通过使用不同无机结合料稳定旧沥青路面材料的试验研究,得出:随着沥青面层材料用量的增加,再生混合料的抗压强度有所减低,旧基层料的掺量对混合料的抗压强度影响不敏感。同条件下,使用普硅水泥比矿渣水泥稳定旧沥青路面材料强度高,稳定含旧沥青的混合料,宜优先使用水泥和二灰作为结合料。 By using different inorganic binders to stabilize the old asphalt pavement materials, it is concluded that the compressive strength of the recycled mixture decreases as the amount of asphalt surface material increases, Pressure intensity effect is not sensitive. Under the same conditions, the use of ordinary silicon cement than slag cement stabilized asphalt pavement material strength, stability, with the old asphalt mixture, priority should be given to cement and lime as a binder.