本研究採用黃氏緻密配比法分別設計緻密地坪硬化劑以及碳酸鈣地坪硬化劑之乾拌料。緻密地坪硬化劑在變數設計上，固定水膠比(W/B=0.3)，採用三種高爐石粉添加量(S=0%、10%、20%)及三種不同裹漿厚度(C=5、20、70)，共設計9組配比；碳酸鈣地坪硬化劑也固定水膠比變數(W/B=0.3)，採用三種相同高爐石粉添加量(S=0%、10%、20%)及三種不同漿量放大係數(N=2.2、2.3、2.5)，共設計9組配比。硬化劑試體經拌合完成後檢測新拌、硬固及耐久性質，經結果顯示，使用黃氏緻密配比設計法相較ACI配比設計法抗壓強度具良好之硬固性質。緻密地坪硬化劑及碳酸鈣地坪硬化劑之28天齡期抗壓強度可達10000psi，經車轍輪跡試驗反覆磨損達16,000次，磨損深度皆小於60um；使用碳酸鈣圓顆粒進行緻密堆積最大乾搗單位重為2045kg/m3，並具有抑制裂縫並提升相關硬固性質及抑制乾縮之能力。實際應用碳酸鈣地坪硬化劑於鏡面地坪結果顯示，碳酸鈣地坪硬化劑具有抑制收縮裂縫且無須再次施作伸縮縫，施工過程良好，是一種可以實際應用於相關剛性鋪面之材料。

This study used Hwang’s Densified Mixture Design Algorithm to design Densified Floor Hardener and Calcium Carbonate Floor Hardener. The design variables of Floor Hardener used fixed water to binder ratio (W/B=0.3), three kinds of slag content (S=0%, 10%, 20%), and three kinds of coating thickness coefficient (N=5, 20, 70). In total there are 9 groups of mix proportion. The design variables of Calcium Carbonate Floor Hardener used fixed water to binder ratio (W/B=0.3), three kinds of slag content (S=0%, 10%, 20%), and three kinds of paste amplification coefficient (N=5, 20, 70). In total there are also 9 groups of mix proportion. After the specimens were casted, the fresh properties, hardened properties and durability tests were measured. The results showed that the specimens using Hwang’s Densified Mixture Algorithm have better compressive strength than designed using ACI Mixture Design. Both type of Floor Hardener reached the 10,000 psi of 28-days compressive strength. The abrasion depth of less than 60 um was obtained through the wheel-tracking test with 16,000 cycles. The packing unit weight of Calcium Carbonate Floor Hardener was up to 2054kg/m3, which reduce the possibility to crack and shrinkage. The Calcium Carbonate Floor Hardener can be applied in as the pavement material, since it can hinder the crack and shrinkage development, has good workability, and has enough rigidity.

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