A method for soil consolidation by microbial gas-liquid circulation grouting
A technology of gas-liquid circulation and microorganisms, applied in soil protection, construction, infrastructure engineering, etc., can solve the problems of remote reinforcement difficulties, low material utilization rate, and expand the effective reinforcement range of single-hole grouting, so as to reduce the amount of grouting Effects of slurry material consumption, expansion of applicable soil range, and expansion of effective reinforcement range
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Embodiment 1
[0037] In this example, a microbial gas-liquid circulation grouting soil consolidation method is used to consolidate the sandy soil foundation, and the method includes the following steps:
[0038] a. Vertically drive the grouting flower tube 1 into the foundation 7;
[0039] b. Through the grouting flower tube 1, first inject the concentration of 1.5 times the pore volume of the soil to be consolidated into the soil to be consolidated 8 as OD 600 =1.2 of the Bacillus pasteurian bacteria liquid 3, then inject the concentration of 1.0mol / L of urea and 1.0mol / L of CaCl equal to the concentration of the bacteria liquid 3 2 Mixed cementing solution 4;
[0040] c. Utilize the air compressor 6 to inject pressure into the soil body 8 to be consolidated with a pressure of 100KPa and a volume of compressed air that is 1.5 times the pore volume of the soil body to be consolidated, and eject the pore liquid in the soil body 8 to be consolidated, so that the soil to be consolidated The ...
Embodiment 2
[0045] In this example, a microbial gas-liquid circulation grouting soil consolidation method is used to consolidate the silt foundation, the method includes the following steps:
[0046] a. Vertically drive the grouting flower tube 1 into the foundation 7;
[0047] b. Through the grouting flower tube 1, first inject the concentration of 1.5 times the pore volume of the soil to be consolidated into the soil to be consolidated 8 as OD 600 =1.2 of the Bacillus pasteurian bacteria liquid 3, then inject the concentration of 0.5mol / L of urea and 0.5mol / L of CaCl equal to the concentration of the bacteria liquid 3 2 Mixed cementing liquid 4;
[0048]c. Utilize air compressor 6 to inject pressure into the soil body 8 to be solidified that the pressure is 200KPa, and the volume is the compressed air of 1.5 times of the pore volume of the soil body 8 to be solidified, and the pore liquid in the soil body 8 to be solidified is ejected, so that the solidified soil body 8 The soil body ...
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