Early-strength micro-expanding type soil solidifying agent and preparation method thereof
A technology of soil solidifying agent and micro-expansion agent, applied in the field of building materials, can solve problems such as waste of resources, achieve the effect of realizing micro-expansion performance, significant economic and environmental benefits, and inhibiting shrinkage cracking
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Embodiment 1
[0031] According to the specific embodiment of the present invention, the soil curing agent used is based on parts by mass, and its raw materials are composed of: 23 parts of lime, 12 parts of rice husk ash, 60 parts of fly ash, and 4 parts of phosphogypsum.
[0032] Mix and grind the above raw materials in a ball mill until the specific surface area is greater than 350cm 2 / g, or 0.08mm sieve is less than 10%. Adding 6% into the soil used, the unconfined compressive strength of the consolidated soil test block was measured to be 2.23MPa at 7 days, and the permeability coefficient was 2.13×10 -5 k / (cm s -1 ).
Embodiment 2
[0034] According to the specific embodiment of the present invention, the soil curing agent used is based on parts by mass, and its raw materials are composed of: 23 parts of lime, 18 parts of rice husk ash, 60 parts of fly ash, and 4 parts of phosphogypsum.
[0035] Mix and grind the above raw materials in a ball mill until the specific surface area is greater than 350cm 2 / g, or 0.08mm sieve is less than 10%. Adding 6% into the soil used, the unconfined compressive strength of the consolidated soil test block was measured at 7 days to 2.67MPa, and the permeability coefficient was 1.02×10 -5 k / (cm s -1 ).
Embodiment 3
[0037] According to the specific embodiment of the present invention, the soil curing agent used is based on parts by mass, and its raw materials are composed of: 23 parts of lime, 18 parts of rice husk ash, 60 parts of fly ash, and 7 parts of phosphogypsum.
[0038] Mix and grind the above raw materials in a ball mill until the specific surface area is greater than 350cm 2 / g, or 0.08mm sieve is less than 10%. Adding 6% into the soil used, the unconfined compressive strength of the consolidated soil test block was measured to be 2.84MPa at 7 days, and the permeability coefficient was 6.23×10 -6 k / (cm s -1 ).
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