Soil curing agent suitable for salinized soil
A soil curing agent and saline soil technology, which is applied in soil protection, construction, infrastructure engineering, etc., to achieve the effects of convenient construction, environmental protection, and great development potential
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Embodiment 1
[0017] Qinghai Golmud native clay saline soil, sulfate-chloride content is 4%, add curing agent according to 10% of dry soil weight of saline soil. The curing agent contains the following components: 1 part of ordinary Portland cement, 1.5 parts of high-calcium fly ash, 2 parts of water-quenched blast furnace slag, 1 part of calcined coal gangue powder, 0.5 parts by weight of slaked lime and FDN high-efficiency water reducer (mainly The composition is 0.01 parts of β-naphthalenesulfonic acid formaldehyde condensate sodium salt). After adding the curing agent, stir evenly, adjust the water consumption to the optimum moisture content of the soil mixture, and then compact it after stirring evenly, until the degree of compaction reaches the maximum dry density of the soil mixture, and seal it with a plastic film for health preservation. The 7-day unconfined compressive strength is 4.4MPa, the 28-day unconfined compressive strength is 7.0MPa, and the 120-day unconfined compressive ...
Embodiment 2
[0019] The original sandy saline soil in Golmud, Qinghai, the sulfate-chloride content is 3.6%, and the curing agent is added according to 15% of the weight of the dry soil of the saline soil. The curing agent contains the following components: 1 part of ordinary Portland cement, 2 parts of fly ash, 3 parts of water-quenched blast furnace slag, 1 part of metakaolin, 0.1 part of NaOH, 1.5 parts of slaked lime and water-soluble SM type melamine The composition of 0.1 part of water agent. After adding the curing agent, stir evenly, adjust the water consumption to the optimum moisture content of the soil mixture, and then compact it after stirring evenly, until the degree of compaction reaches the maximum dry density of the soil mixture, and seal it with a plastic film for health preservation. The 7-day unconfined compressive strength is 5.8MPa, the 28-day unconfined compressive strength is 9.5MPa, and the 90-day unconfined compressive strength is 11.4MPa. The 28-day water stabil...
Embodiment 3
[0021] For sandy soil in Beijing (non-saline soil), add sodium sulfate and sodium chloride at a ratio of 1:1 to make the soluble salt content of the soil 6%, and add a curing agent according to 20% of the dry soil weight of the saline soil. The curing agent contains the following components: 1 part of ordinary Portland cement, 2 parts of fly ash, 2.5 parts of water-quenched blast furnace slag, 1 part of a mixture of calcined coal gangue powder and magnesium slag (the mixing ratio is not required), quicklime powder 1 part, light-burned magnesite powder (the main component is MgO, which is Mg(OH)2 after hydration) 0.3 part and FDN superplasticizer (the main component is β-naphthalenesulfonic acid formaldehyde condensate sodium salt) 0.02 share. After adding the curing agent, stir evenly, adjust the water consumption to the optimum moisture content of the soil mixture, and then compact it after stirring evenly, until the degree of compaction reaches the maximum dry density of the...
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