Method for solidifying sludge soil based on urease induced calcium carbonate deposition
A technology for curing silt and calcium carbonate, which is applied in soil protection, infrastructure engineering, construction, etc., can solve the problems of environmental pollution and high curing cost, and achieve the effect of no chemical residue, good curing effect, and conducive to popularization and application
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Embodiment 1
[0030] Such as figure 1 Shown, a kind of method of solidifying silt soil based on urease-induced calcium carbonate deposition of the present invention, the method for described solidifying silt soil is to inject the solidifying agent based on urease in silt, leave standstill after injecting, reach the standard of engineering application That is, the curing agent includes urease solution and gelling solution, and the gelling solution is a mixed solution formed by mixing calcium chloride and urea at equimolar concentrations.
[0031] Concrete curing method comprises the following steps:
[0032] (1) Preparatory work before curing, first set up a laboratory near the site to be cured, then prepare urease solution and gelling solution in the laboratory, and pour the two prepared solutions into corresponding containers to obtain urease solution and gelling solution The gelling solution is ready for use;
[0033] (2) Transport the container containing urease liquid and gelling solu...
Embodiment 2
[0041] Such as figure 1 Shown, a kind of method of solidifying silt soil based on urease-induced calcium carbonate deposition of the present invention, the method for described solidifying silt soil is to inject the solidifying agent based on urease in silt, leave standstill after injecting, reach the standard of engineering application That is; wherein the curing agent includes urease solution and gelling solution, and the gelling solution is a mixed solution formed by mixing calcium chloride and urea at equimolar concentrations.
[0042] The specific solidification method is basically the same as that of Example 1, the difference being that in the process of alternately injecting urease solution and gelling solution, first inject 1 times the urease solution of the pore volume, let it stand for 1 hour after injecting, and then inject 1 times the pore volume Pore volume of the gelling solution, reacted for 11 hours after injection.
Embodiment 3
[0044] Such as figure 1 Shown, a kind of method of solidifying silt soil based on urease-induced calcium carbonate deposition of the present invention, the method for described solidifying silt soil is to inject the solidifying agent based on urease in silt, leave standstill after injecting, reach the standard of engineering application That is; wherein the curing agent includes urease solution and gelling solution, and the gelling solution is a mixed solution formed by mixing calcium chloride and urea at equimolar concentrations.
[0045] The specific solidification method is basically the same as that of Example 1, the difference being that in the process of alternately injecting urease solution and gelling solution, first inject 1 times the urease solution of the pore volume, let it stand for 1.5 hours after injecting, and then inject 1 times the pore volume Pore volume of the gelling solution, reacted for 12 hours after injection.
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