Abstract:Research results of cement-fly ash stabilized crushed stone prepared with different binder filling coefficients and different aggregates gradations were presented.The unconfined compressive strength and splitting strength,modulus of elasticity,dry shrinkage strain as well as dry shrinkage energy anti-cracking coefficient were determined.Hereby,it is put forward that the suitable binder filling coefficient in cement-fly ash stabilized crushed stone is between 1.0 and 1.2,having a good generalization to diffe...