This invention discloses a high-crack-resistant
cement-
fly ash stabilized
base course material, belonging to the field of
road engineering technology. The material comprises the following components by
mass percentage: 2.0-3.0%
cement, 16-20%
fly ash, and the balance being stabilized aggregate. The
cement is an external admixture, the
fly ash is an internal admixture, and the
gradation of the stabilized aggregate conforms to the specifications of CF-A-2L or CF-A-2S in JTG / T F20-2015. This invention, by adopting a "low cement, high fly ash"
mix design, controls the 7-day unconfined
compressive strength within a reasonable range of 3.5-4.5 MPa, effectively avoiding the problem of regular transverse cracks in the
base course caused by excessively high early strength. Simultaneously, the high fly ash content ensures the continuous growth of the material's later strength, with its 21-day unconfined
compressive strength remaining stable above 6 MPa. Its overall performance is superior to the mix ratios recommended by current standards. This invention is particularly suitable for highway
base course construction in
arid regions with large temperature differences, such as Xinjiang.