The invention provides grouting 
slurry for reinforcing the tunnel face of a jacking 
culvert of a fine-sand layer and a grouting method. When the jacking frame 
culvert is reinforced by a 
pipe curtain and the tunnel face needs to keep self-stabilization at certain 
slope ratio, the diluted water glass and prepared 
calcium chloride solution are sequentially adopted for horizontal grouting reinforcement by a modified perforated-
pipe grouting technology; and the unconfined 
compressive strength of the reinforced soil body can reach 100-500kPa, and the 
slope ratio required by the blade feet of the jacking 
culvert can be realized. Compared with the reinforcement by chemical 
slurry and high-pressure jet grouting, the grouting method is safe and stable; compared with the reinforcement by superfine 
cement grouting, the spreading range is large, the strength after reinforcement can meet the requirement on 
slope ratio stability, the excavation is easy, the construction is convenient, and the construction cost is reduced by more than half; meanwhile, by adopting the grouting technology provided by the invention, sectional grouting can be realized, the pipeline is not blocked easily, and an aim of dominant 
permeation of 
slurry in the dense fine-sand layer is achieved; and a slurry plug is not arranged at the lower end but the upper part, the grouting range is expanded, and the grouting effect is relatively good.