Method for improving full-section muck in silt soil layer during construction of contact channel pipe jacking machine
A communication channel and muck improvement technology, applied in earth-moving drilling, chemical instruments and methods, tunnels, etc., can solve the problems of tunnel structure instability, casualties and property losses, avoid slurry blockage, and improve improvement efficiency. , The effect of preventing the consolidation of slag
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Embodiment 1
[0036] Embodiment 1 of the present application provides a method for improving full-section muck in the silt soil layer constructed by a pipe jacking machine in a communication channel, which includes the following steps:
[0037] 1. Determination of slag improver
[0038] 1) In the construction preparation stage of the pipe jacking method of the connecting channel, within the scope of the ring beam of the opening door, use the geological survey report to determine the soil properties and permeability within the excavation range of the pipe jacking machine, and select the type and proportion of the muck modifier .
[0039] 2) Use bentonite modifier (bentonite solution + polymer coagulant) for the water-rich silt layer to reduce the permeability coefficient of the water-rich formation. In the water-rich silt layer, the ratio of bentonite solution to polymer coagulant in the bentonite modifier is controlled at 1400:1. The ratio of bentonite to water in the bentonite solution i...
Embodiment 2
[0051] 1. Project overview
[0052] The shield section of the Hangzhou-Hai Intercity Railway is Yuhang High-speed Railway Station-Xucun Town Station (referred to as: Yu-Xu Tunneling Section). The right line of the ~Xu Shield section is 3126.555m long, the starting mileage: YDK0+437.570, the end mileage: YDK3+563.847, and the long chain is 0.278m. The minimum curve radius of the line is 800m, the maximum curve radius is 4000m, the buried depth of the tunnel is 7.6m~25m, the line spacing is 10.8~16m, and the maximum longitudinal slope is 28‰. The shield section includes 1 intermediate air shaft and 5 communication passages: 1 of which is jointly built with the intermediate air shaft, and 1 is jointly built with the pump room, and 3 of the communication passages are constructed by the pipe jacking method.
[0053] In this section, three mechanical communication channels are set up at left DK0+762.798 (right DK0+760.000), right DK1+237.420 (left DK1+239.019), and right DK1+800.00...
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