The invention discloses a
raw material ratio design method for a semi-rigid base of
cement stabilized steel
slag, and belongs to the field of
road engineering materials. According to the design method, the steel
slag aggregate is graded according to the particle size, the blending proportion of each grade of material is determined according to the principle of
maximum density, then the
maximum dry density and the optimal
moisture content of the mixture with different
cement mixing amounts are determined through design of the
cement mixing amount and the water using amount and a compaction test, and finally the
maximum dry density and the optimal
moisture content of the mixture with different cement mixing amounts are determined through a 7d unconfined
compressive strength test according to the test result. And obtaining the optimal
raw material ratio of the cement-stabilized steel
slag semi-rigid base by integrating the unconfined
compressive strength requirement and the cement dosage ratio. According to the design method, the
compressive strength of the road base can be met at the lowest cost, the problems of shortage of natural
gravel road building materials and environmental
pollution caused by the shortage of the natural
gravel road building materials are solved, the
utilization rate and applicability of steel slag waste are improved, and the
ecological environment problem caused by accumulation of a large amount of steel slag is solved; and the pavement performance is unstable when the existing steel slag is directly used as a semi-rigid base material.