Silt composite curing agent and silt curing method
A composite curing agent and curing method technology, applied in the field of silt composite curing agent and silt curing, can solve the problems of silt molding, poor strength and water stability, etc., and achieve excellent wear resistance, large water stability coefficient, high intensity effect
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Embodiment 1
[0028] The silt was solidified with 20% solid content of SBR latex and ordinary Portland cement as composite curing agent.
[0029] The weight ratio of SBR latex, ordinary portland cement, silt, and water is 10:3:95:4. Among them, the SBR latex is cationic SBR latex produced by Shandong Xianyuan Technology Co., Ltd., with a solid content of 40%, which is diluted with pure water to a solid content of 20% before use.
[0030] Fully mix the dried soil and cement, add water and SBR latex, mix well, and form the test piece according to the 95% compaction degree. The test piece is demoulded smoothly without damage; it is bagged at room temperature for 7 days, Then the unconfined compressive strength test was carried out, and the measured unconfined compressive strength was 1.011MPa, and the water stability coefficient was 0.414.
Embodiment 2
[0032] The raw materials of the curing agent and the molding method of the test piece are the same as those in Example 1, except that the weight ratio of SBR latex, ordinary Portland cement, silt, and added water is 12:3:95:3.
[0033] The specimens were demolded smoothly without damage; they were bagged and preserved at room temperature for 7 days, and then the unconfined compressive strength test was carried out. The measured unconfined compressive strength was 1.167MPa, and the water stability coefficient was 0.451.
Embodiment 3
[0035] The raw materials of the curing agent and the molding method of the test piece are the same as in Example 1, except that the weight ratio of SBR latex, ordinary Portland cement, silt, and added water is 14:3:95:2.
[0036] The specimens were demolded smoothly without damage; they were bagged and preserved at room temperature for 7 days, and then the unconfined compressive strength test was carried out. The measured unconfined compressive strength was 1.029MPa, and the water stability coefficient was 0.630.
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Abstract
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