Soil composite curing agent and soil curing method
A composite curing agent and soil curing technology, which is applied in chemical instruments and methods, soil protection, soil conditioning materials, etc., to achieve good water stability, solve pollution, and achieve good results
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Embodiment 1
[0035] The wet thiourea waste residue was dried and dehydrated at 105°C, and ground to 200 mesh to obtain dry powder of thiourea waste residue for future use.
Embodiment 2
[0037] The sandy low liquid limit silt is solidified with the solidifying agent of the present invention.
[0038] The material ratio is shown in Table 2.1:
[0039] Table 2.1 Composition of solidifying agent and solidified soil weight ratio
[0040]
[0041] Specific curing steps:
[0042] A Weigh the dried silt, thiourea waste residue dry powder, and fly ash respectively according to the weight ratio, place them in a mixing pot, and fully stir them with an agitator;
[0043] B Weigh the water according to the weight ratio, add it into the well-mixed silt mixture, and fully stir it with a stirrer;
[0044] C Weigh the anionic emulsified asphalt according to the weight ratio, add it into the silt mixture, and fully mix it with a stirrer;
[0045] D Put the well-mixed silt mixture into the mold, form the test piece according to the compaction degree of 95%, and bag it at room temperature for 7 days.
[0046] The unconfined compressive strength test was carried out on the...
Embodiment 3
[0050] The low liquid limit silt is solidified with the solidifying agent of the present invention.
[0051] The material ratio is shown in Table 3.1:
[0052] Table 3.1 Composition of curing agent and curing soil
[0053]
[0054] The specific curing steps are the same as in Example 2. The experimental results are shown in Table 3.2.
[0055] Table 3.2 Summary of test results of compression test
[0056]
[0057] As can be seen from the test results shown in Tables 2.2 and 3.2, the soil curing agent of the present invention can significantly increase the curing strength of the soil. Through the test of unconfined compressive strength, the strength is suitable for the base and subbase of various roads. Standard, and after soaking the solidified soil specimen, the strength is still high, and it has good water stability.
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