Waste soil improving method of soil pressure balance shield of high water pressure and high permeability sandy stratum
An earth pressure balance shield and slag improvement technology, which is applied to earth-moving drilling, mining equipment, tunnels, etc. problems, to achieve the effect of good improvement, improved fluidity and workability, and easy implementation.
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Embodiment 1
[0020] A specific embodiment of the present invention is a method for improving dregs of an earth pressure balance shield in a sandy stratum with high water pressure and high permeability, the steps of which are as follows:
[0021] A. Improved slurry preparation
[0022] Mix 1 part by weight of sodium bentonite, 0.05 parts by weight of carboxymethyl cellulose and 10 parts by weight of water, stir continuously for 10 minutes, and then place it in a container for 24 hours to obtain an improved slurry;
[0023] B. Improvement of muck soil
[0024] Before excavation, test the water content state of the rock and soil on the excavation surface; during the excavation process of the earth pressure balance shield, inject the improved slurry into the soil chamber of the shield machine;
[0025] If the measured water content of rock and soil is supersaturated, the ratio of the injection volume of the improved grout to the volume of the dregs entering the soil bin is 1:3; The ratio is ...
Embodiment 2
[0027] Another specific embodiment of the present invention is a method for improving dregs of an earth pressure balance shield in a sandy stratum with high water pressure and high permeability, the steps of which are as follows:
[0028] A. Improved slurry preparation
[0029] Mix 0.8 parts by weight of sodium bentonite, 0.06 parts by weight of carboxymethyl cellulose and 10 parts by weight of water, stir continuously for 15 minutes, and then place them in a container for 20 hours to obtain the improved slurry;
[0030] B. Improvement of muck soil
[0031] Before excavation, test the water content state of the rock and soil on the excavation surface; during the excavation process of the earth pressure balance shield, inject the improved slurry into the soil chamber of the shield machine;
[0032] If the measured water content of rock and soil is supersaturated, the ratio of the injection volume of the improved grout to the volume of the dregs entering the soil bin is 1:2; T...
specific Embodiment approach
[0034] The third specific embodiment of the present invention is a method for improving muck soil of an earth pressure balance shield in a sandy stratum with high water pressure and high permeability, the steps of which are as follows:
[0035] A. Improved slurry preparation
[0036] Mix 1.2 parts by weight of sodium bentonite, 0.04 parts by weight of carboxymethyl cellulose and 10 parts by weight of water, stir continuously for 12 minutes, and then place them in a container for 22 hours to obtain the improved slurry;
[0037] B. Improvement of muck soil
[0038] Before excavation, test the water content state of the rock and soil on the excavation surface; during the excavation process of the earth pressure balance shield, inject the improved slurry into the soil chamber of the shield machine;
[0039] If the measured water content of rock and soil is supersaturated, the ratio of the injection volume of the improved slurry to the volume of the dregs entering the soil bin is ...
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