Composite soil solidifying agent, and preparation and application thereof
A soil stabilizer and composite technology, applied in cement production, etc., can solve problems such as slow strength of solidified soil, water and soil pollution, and influence on construction progress, and achieve the effects of wide source of raw materials, simple manufacture, and convenient construction
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Embodiment 1
[0021] Preparation of curing agent: PO42.5 ordinary Portland cement 8.9g, slag (ground to a specific surface area of 300m 2 / kg) 46g, nickel slag (ground to a specific surface area of 300m 2 / kg) 19g, CaO26.1g, mix the raw materials evenly to prepare the soil stabilizer;
[0022] According to the above test procedure and strength determination method, the solidified soil sample was prepared and the unconfined compressive strength of the sample was measured: when the dosage was 10%, the 7-day strength was 2.6MPa, and the 28-day strength was 3.9MPa;
[0023] When the dosage is 15%, the 7-day strength is 3.1MPa, and the 28-day strength is 5.0MPa.
Embodiment 2
[0025] Preparation of curing agent: PO42.5 ordinary portland cement 8.3g: slag (ground to a specific surface area of 400m 2 / kg) 59g: nickel slag (grinded to a specific surface area of 300m 2 / kg) 15g: water glass (modulus: 2.6) 11.7g: the proportion of gypsum 6g Mix the raw materials evenly to prepare the soil curing agent;
[0026] According to the above test procedure and strength determination method, the solidified soil sample was prepared and the unconfined compressive strength of the sample was measured: when the dosage was 10%, the 7-day strength was 3.2MPa, and the 28-day strength was 4.8MPa;
[0027] When the dosage is 15, the 7-day strength is 3.8MPa, and the 28-day strength is 6.4MPa
Embodiment 3
[0029] Preparation of curing agent: PII52.5 Portland cement 12.1g, slag (ground to a specific surface area of 300m 2 / kg) 51.4g, nickel slag (ground to a specific surface area of 400m 2 / kg) 17g, water glass (modulus: 2.5) 13.5g, CaO6g, mix the raw materials evenly to prepare the soil curing agent;
[0030] According to the above test procedure and strength determination method, the solidified soil sample was prepared and the unconfined compressive strength of the sample was measured: when the dosage was 10%, the 7-day strength was 4.0MPa, and the 28-day strength was 6.1MPa;
[0031] When the dosage is 15%, the 7-day strength is 5.6MPa, and the 28-day strength is 8MPa
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