Fluidized bed combustion ash and high titanium slag compounded stable pavement base material
A pavement base material and high-titanium slag technology, which is applied in the field of road pavement-road engineering materials, can solve the problems of limited mass application and low activity, and achieve the goals of reducing drying shrinkage cracking, reducing hydration expansion, and shortening 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 relates to 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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