A composite stabilized pavement base material of sulfur-fixed ash and high-titanium slag
A technology of pavement base material and high titanium slag, which is applied in the field of road pavement - road engineering materials, can solve the problems of low activity and limited mass application, and can reduce shrinkage cracking, reduce hydration expansion, and shorten the project period. Effect
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Embodiment 1
[0018] The invention discloses a composite stabilized pavement base material of sulfur-fixing ash and high-titanium slag. The content of sulfur-fixing ash is 30% by weight, and the content of high-titanium slag is 70% by weight. The measured value of the composite stabilized pavement base material of sulfur-fixed ash and high-titanium slag: the maximum dry density ρ is 1.429g / cm 3 , the optimal water content ω is 27.0%, and the 7-day unconfined compressive strength R 7d 2.49MPa, 28-day unconfined compressive strength R 28d 10.04MPa, 28d volume linear change rate -14.91×10 -4 .
Embodiment 2
[0020] The invention discloses a composite stabilized pavement base material of sulfur-fixing ash and high-titanium slag. The content of sulfur-fixing ash is 40% by weight, and the content of high-titanium slag is 60% by weight. The measured value of the composite stabilized pavement base material of sulfur-fixed ash and high-titanium slag: the maximum dry density ρ is 1.425g / cm 3 , the optimal water content ω is 27.2%, and the 7-day unconfined compressive strength R 7d 2.70MPa, 28-day unconfined compressive strength R 28d 10.87MPa, 28d volume linear change rate -6.12×10 -4 .
Embodiment 3
[0022] The invention discloses a composite stabilized pavement base material of sulfur-fixing ash and high-titanium slag. The content of sulfur-fixing ash is 50% by weight, and the content of high-titanium slag is 50% by weight. The measured value of the composite stabilized pavement base material of sulfur-fixed ash and high-titanium slag: the maximum dry density ρ is 1.421g / cm 3 , the optimal moisture content ω is 27.4%, and the 7-day unconfined compressive strength R 7d 3.20MPa, 28-day unconfined compressive strength R 28d 12.35MPa, 28d volume linear change rate is 0.17×10 -4 .
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