Composite curing agent suitable for peat soil and preparation method thereof
A compound type and curing agent technology, which is applied in the field of civil engineering and construction materials, can solve the problems that the strength of solidified soil cannot meet the design requirements, the effect of solidified peat soil is not good, and it is difficult to harden into piles, etc., so as to reduce engineering diseases and social economy. Benefit loss, increase strength, and optimize the effect of carrying capacity
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Embodiment 1
[0017] Embodiment 1: A compound curing agent suitable for peat soil, comprising the following materials in parts by mass: 100g of cement, 70g of red clay, 10g of alkaline phosphogypsum, 3g of sodium sulfate, 1.5g of sodium chloride, and 300g of water.
[0018] The cement is P.O 42.5 ordinary Portland cement, the red clay is dry high plastic clay particles with a particle size less than 2mm, and the phosphogypsum is dry dihydrate gypsum (CaSO 4 2H 2 O), sodium sulfate is dry analytically pure granules, sodium chloride is dry analytically pure granules.
[0019] A kind of preparation method of the composite curing agent applicable to peat soil, comprises the steps:
[0020] (1) Take the above-mentioned raw materials in parts by mass;
[0021] (2) Take the cement, red clay and alkaline phosphogypsum described in step (1), and mix them uniformly to obtain a solid phase mixture;
[0022] (3) Take the sodium sulfate and sodium chloride described in step (1), mix and dissolve them...
Embodiment 2
[0026] This example is basically the same as Example 1, except that the following materials are included in parts by mass: 200g of cement, 70g of red clay, 20g of alkaline phosphogypsum, 6g of sodium sulfate, 3g of sodium chloride, and 300g of water.
[0027] The above-mentioned composite curing agent was added to 800 g of peat soil with an organic matter content of 78.3%, a moisture content of 231.9%, and a void ratio of 3.88, and an indoor curing test was carried out. The unconfined compressive strength measured after 28 days of curing of the test block was 517kPa .
Embodiment 3
[0029] This example is basically the same as Example 1, except that the following materials are included in parts by mass: 300g of cement, 70g of red clay, 30g of alkaline phosphogypsum, 9g of sodium sulfate, 4.5g of sodium chloride, and 300g of water.
[0030] The above-mentioned composite curing agent was added to 800 g of peat soil with an organic matter content of 78.3%, a moisture content of 231.9%, and a void ratio of 3.88, and an indoor curing test was carried out. The unconfined compressive strength measured after 28 days of curing of the test block was 707kPa .
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