The invention belongs to the technical field of traffic
civil engineering application, and particularly relates to an
asphalt mixture mineral aggregate
gradation composition design method using the
internal friction angle as a design index. A stage-by-stage filling theory is used; materials with the lower stage of particle
diameter D1 are filled into maximum-nominal-size NMAS; by measuring the internal frictional angle phi of aggregates at different proportions, the proportion corresponding to the maximum internal frictional angle is used as an
optimum composition proportion for forming the mineral stable framework; by such analogy, the
optimum composition proportion relationship of each grade of coarse aggregates in the
asphalt mixture can be obtained, so that a stable coarse aggregate framework structure is formed. Then, a bailey method is used for designing the fine aggregate and filling material proportion; the mineral aggregate
gradation designed by the method provided by the invention realizes shearing resistance and compactness. The method has the advantages that the targeted performance is good; by aiming at the physical damage features of track damages of the
asphalt pavement in Guangxi high-temperature
hot and humid area, i.e., the insufficient high-temperature stability, the track-resistant asphalt mixture mineral aggregate
gradation is designed; the mineral aggregate gradation has a stable framework compact structure.