Sludge and sand curing agent
A technology of aeolian sand and curing agent, applied in other chemical processes, soil conditioning materials, chemical instruments and methods, etc., can solve problems such as loss of use value, secondary pollution, environmental impact, etc., to reduce curing costs, improve the environment, Easy and fast construction
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Examples
Embodiment 1
[0009] Example 1. The water content of the silt was measured to be 20%, and the weight ratio of silt: aeolian soil = 40:60. Spread silt and wind-blown sandy soil on the base layer in proportion, mix with road mixer, use 0.1 parts of polyiron, 50 parts of fly ash, 5 parts of calcium carbonate, and 35 parts of aluminum silicate after initial stabilization, shaping and rolling , 9.8 parts of phosphogypsum and 0.1 part of Yuanming powder are used to stack the curing agent on the road shoulder according to the ratio of curing agent: (silt + wind-blown sand) = 12:100, spread the curing agent on the initially stable roadbed, and level it , Pave the curing agent, mix twice with the road mixer, according to CJJ / T80-98 5.1.35.1.4 of the "Technical Regulations for Solidified Soil Pavement Base and Subbase" 98 standard measured compressive strength is 5.6Mpa.
Embodiment 2
[0010] Example 2. The water content of the silt was measured to be 30%, and the weight ratio of silt: aeolian soil = 40:60. Spread silt and wind-blown sand on the base layer in proportion, and mix with road mixer. After initial stabilization, shaping and rolling, use 15 parts of polyiron, 25 parts of fly ash, 25 parts of calcium carbonate, and 15 parts of aluminum silicate. The curing agent prepared with 20 parts of phosphogypsum is stacked on the road shoulder according to the ratio of curing agent: (silt + wind-blown sand) = 10:100, and 20 parts of sodium sulfate are added to spread the curing agent and sodium sulfate On the initially stable roadbed, level and spread the curing agent, mix twice with the road mixer, roll and form according to 5.1.3 and 5.1.4 of "CJJ / T80-98", and maintain for 7 days, according to CJJ / T80- 98 standard measured compressive strength is 5.1Mpa.
Embodiment 3
[0011] Example 3. The water content of the silt was measured to be 35%, and the weight ratio of silt: aeolian soil = 40:60. Spread silt and wind-blown sandy soil on the base layer in proportion, and mix them with a rotary tiller. After initial stabilization, shaping, and rolling, use 10 parts of polyiron, 20 parts of fly ash, 60 parts of calcium carbonate, and 8.4 parts of aluminum silicate. , 0.1 parts of phosphogypsum and 1.5 parts of Yuanming powder are stacked on the shoulder of the road according to the ratio of curing agent: (silt + aeolian soil) = 12:100, and the curing agent is spread on the initially stable roadbed and leveled. , Pave curing agent, mix twice with a road mixer, roll into shape according to 5.1.3 5.1.4 of "CJJ / T80-98", and cure for 7 days, and measure the compressive strength according to CJJ / T80-98 standard to 5.0Mpa .
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Abstract
Description
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